{"text_format":"1","workbook":"xlsx","n_sheets":88,"sheets":["Title Sheet","Introduction","Watershed Information","Spreadsheet Organization & Use","Rainfall Data","SC Rainfall Distribution Map","Data for CN Determination","Area Weighted CN Calculator","Runoff Weighted CN Calculator","PRF Calculator","Tc Calculator","Adjust CN when D<24-hr","WS & UH Data & Runoff Results","Q10_1","Q10_2","Q10_3","Q10_6","Q10_12","Q10_24","Q25_1","Q25_2","Q25_3","Q25_6","Q25_24","Q50_1","Q50_2","Q50_3","Q50_6","Q50_12","Q50_24","Q100_1","Q100_2","Q100_3","Q100_6","Q100_12","Q100_24","Design Storm Pond Results","D-hr Storm Pond Routing Results","24-hr Storm Pond Routing Result","24 Hour Distribution","1 yr_Q_24_2","D-Hour Runoff Ordinates","1 yr_Pond_24_2 hr","Q25_12","P(t) Distribution 10yr","P(t) Distribution 25yr","P(t) Distribution 50yr","P(t) Distribution 100yr","Pond_24 hr","Pond_12 hr","Pond_6 hr","Pond_3 hr","Pond_2 hr","10-yr D-hr Storm Hydrographs","25-yr D-hr Storm Hydrographs","50-yr D-hr Storm Hydrographs","100-yr D-hr Storm Hydrographs","Pond_1 hr","24-hr Storm Hydrographs","2S_Dt+Q (2)","Y-S (2)","Y-Q (2)","Y-S (1)","Y-Q (1)","2S_Dt+Q","2 yr_Pond_24_2 hr","5 yr_Pond_24_2 hr","10 yr_Pond_24_2 hr","25 yr_Pond_24_2 hr","50 yr_Pond_24_2 hr","100 yr_Pond_24_2 hr","2 yr_Q_24_2","5 yr_Q_24_2","10 yr_Q_24_2","25 yr_Q_24_2","50 yr_Q_24_2","100 yr_Q_24_2","Rainfall Data Curves","Pond Routing Graphs","Rain Energy","Calc","USLE & MUSLE Results","Pond Sediment Trap Efficiency","R factor","K factor","LS factor","C factor","P factor"],"not_rendered":{"charts":128,"images":12,"macros":1,"external_links":3,"defined_names":600,"comments":6,"pivot_tables":0},"unopened":[],"bounds":{"document_bytes":16777216,"sheet_cells":100000,"rows_first":2000,"rows_last":500,"rows_between":2000,"halvings":5,"cell_chars":16384,"cell_head_chars":4096},"cells_cut":0,"cells_raw":0,"read":"whole","date_system":"1900"}

{"sheet":"Title Sheet","index":0,"n_rows":13,"n_cols":5,"rows_kept":13,"cut":false,"hidden":false,"merged":[[2,2,3,10],[5,2,7,10],[9,4,10,7],[12,4,12,7]]}
[]
[]
[null,null,"Spreadsheet for the                                              South Carolina Synthetic Unit Hydrograph Method"]
[]
[]
[null,null,"Developed by Michael E. Meadows                          Department of Civil and Environmental Engineering        University of South Carolina"]
[]
[]
[]
[null,null,null,null,"January 2020"]
[]
[]
[null,null,null,null,"Updated February 2023"]

{"sheet":"Introduction","index":1,"n_rows":49,"n_cols":20,"rows_kept":49,"cut":false,"hidden":false,"merged":[[1,15,1,18],[1,3,1,10],[2,3,2,10],[3,3,3,10],[4,3,4,10],[44,15,44,16],[30,3,32,9],[36,6,39,12],[14,3,16,9],[19,6,21,12],[6,1,11,12],[31,16,32,16],[33,16,34,16],[2,15,7,19],[23,16,26,16],[12,16,13,16],[20,19,21,19]]}
[]
[null,null,null,"Application of the South Carolina ",null,null,null,null,null,null,null,null,null,null,null,"A Note to Template Users:"]
[null,null,null,"Synthetic Unit Hydrograph Method",null,null,null,null,null,null,null,null,null,null,null,"Throughout this workbook there are several locations where users are asked to fill in information and where users have the option to select specific items. The authors recommend that a blank template be used when starting a new project to avoid mistakes possible when back-tracking through a previously populated template. "]
[null,null,null,"Template"]
[]
[]
[null,"The South Carolina Synthetic Hydrograph Method Template was designed to provide a consistent procedure to apply the method. This template was tested with data for a limited number of crossings and corrections were made as necessary.  Although much effort was expended in the development and review of this template, no warranty, expressed or implied, is made by Dr. Michael E. Meadows or the South Carolina Department of Transportation as to the accuracy and functionality of the template and related materials."]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Abbreviations Used in the Template",null," "]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Abbreviation","Explanation"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Adj Tc =","Value of Tc adjusted to integer multiple of 6 minute computational time interval",null,"P","References rainfall depths for a given duration"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"PRF","Peak Rate Factor"]
[null,null,null,"References for Manual",null,null,null,null,null,null,null,null,null,null,null,"ARC ","Average Runoff Condition",null,"Q*","Q* = q*F*        "]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"C","USLE cover-management factor",null,"q*","Ratio of peak outflow divided by peak inflow."]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"CN","NRCS Curve Number",null,"QCN","Runoff depth computed with NRCS CN Model"]
[null,null,null,"Manual Website",null,null,null,null,null,null,null,null,null,null,null,"D*","Ratio of characteristic particle diameters (D85/D15)",null,"Qp","Peak flow rate"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"D15","The grain diameter at 15% passing a sieve",null,"R","USLE rainfall factor"]
[null,null,null,null,null,null,"Meadows, Michael E. and Ramsey, Elijah W. III, User's Manual for a Unit Hydrograph Optimization Program Project Completion Report Volume I, September, 1991.",null,null,null,null,null,null,null,null,"D85","The grain diameter at 85% passing a sieve",null,"S","Watershed retention S=1000/CN-10"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DHEC","Department of Health and Environmental Control",null,"S*","Ratio of pond retention storage divided by runoff volume"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"D-Hour","Storm duration"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Dstar","Ratio of D85/D15",null,"Tc","Time of concentration"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"F*","Dimensionless parameter that divides the pond peak outflow rate by the surface area of the pond at the height of the riser and the settling velocity of the D15 particle",null,"TE","Sediment pond trapping efficiency"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"UH","Unit Hydrograph"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"UH_Qp =","Unit hydrograph peak flow rate"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"UH_Tp =","Unit hydrograph time to peak"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"G-fn n =","Two parameter gamma function shape parameter",null,"UofSC","University of South Carolina"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"HSG","Hydraulic Soils Group",null,"USLE","Universal Soil Loss Equation"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Ia","Initial Abstractions ",null,"W","Width"]
[null,null,null,"Meadows, Michael E. and Ramsey, Elijah W. III, South Carolina Regional Synthetic Unit Hydrograph Study: Methodology and Results, Project Completion Report Volume II, September, 1991.",null,null,null,null,null,null,null,null,null,null,null,"K","USLE soil erodibility factor"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Lag time =","Lag time is the delay between one-half of burst duration and unit hydrograph peak flow rate",null,"CL","Clay Loam"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SiCL","Silty Clay Loam"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"LS","USLE topography factor; also known as length-slope or length-steepness factor",null,"SCL","Sandy Clay Loam"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"L","Loam"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"NOAA","National Oceanic and Atmospheric Administration",null,"S","Sand"]
[null,null,null,null,null,null,"Meadows, Michael E., Extension of SCS TR-55 and Development of Single Outlet Detention Pond Performance Charts for Various Unit Hydrograph Peak Rate Factors, Project Completion Report Volume III, September, 1991.",null,null,null,null,null,null,null,null,null,null,null,"LS","Loamy Sand"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SL","Sandy Loam"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SiL","Silty Loam"]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"References Used in the Template"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"See Reference Manual"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Application Guidance"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"See Reference Manual"]

{"sheet":"Watershed Information","index":2,"n_rows":54,"n_cols":19,"rows_kept":54,"cut":false,"hidden":false,"merged":[[54,1,54,12],[1,1,1,12],[29,1,29,12],[30,1,30,12],[31,1,31,12],[34,1,35,12],[36,2,53,11],[17,1,17,12],[18,1,18,12],[19,1,19,12],[20,1,20,12],[21,1,21,12],[22,2,22,12],[11,1,11,12],[12,1,12,12],[13,1,13,12],[4,16,4,18],[25,1,25,12],[26,1,26,12],[5,2,5,5],[5,9,5,11],[6,2,6,5],[6,9,6,11],[7,18,8,18],[9,2,9,12],[10,1,10,12],[27,2,27,12],[36,18,37,18],[28,1,28,12],[14,1,14,12],[15,1,15,12],[16,2,16,12],[23,1,23,12],[24,1,24,12],[3,2,3,5],[3,6,3,8],[3,9,3,12],[4,2,4,5],[4,6,4,8],[4,9,4,12]]}
[]
[null,"Site Information"]
[]
[null,"County:","Aiken",null,null,null,"Rt. / Rd. No.:"]
[null,"Stream:",null,null,null,null,"Project ID:",null,null,null,null,null,null,null,null,null,"Data for Drop Down Menus"]
[null,"Physiographic Region:","Sand Hills",null,null,null,null,null,"Latitude:",null,null,null,"DMS"]
[null,"Analysis Date:",null,null,null,null,null,null,"Longitude:",null,null,null,"DMS"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"COUNTY",null,"PHYSIOGRAPHIC REGION"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Abbeville"]
[null,"Project Information:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Aiken",null,"Blue Ridge"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Allendale",null,"Piedmont"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Anderson",null,"Sand Hills"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Bamberg",null,"Coastal Plain"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Barnwell"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Beaufort"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Berkeley"]
[null,"Watershed Specifics:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Calhoun"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Charleston"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Cherokee"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Chester"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Chesterfield"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Clarendon"]
[null,"Existing Conditions:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Colleton"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Darlington"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Dillon"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Dorchester"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Edgefield"]
[null,"Proposed Conditions:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Fairfield"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Florence"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Georgetown"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Greenville"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Greenwood"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Hampton"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Horry"]
[null,"     Draw Sketch of the Crossing and Stream Below: (Show north arrow and direction of flow.)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Jasper"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Kershaw"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Lancaster"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Laurens"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Lee"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Lexington"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Marion"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Marlboro"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"McCormick"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Newberry"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Oconee"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Orangeburg"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Pickens"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Richland"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Saluda"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Spartanburg"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sumter"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Union"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Williamsburg"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"York"]

{"sheet":"Spreadsheet Organization & Use","index":3,"n_rows":32,"n_cols":3,"rows_kept":32,"cut":false,"hidden":false,"merged":[[21,1,22,1],[21,2,22,2],[11,1,14,1],[11,2,14,2]]}
[]
[null,"Worksheet Label","Worksheet Purpose and Function"]
[null,"Title Sheet","Cites spreadsheet title and author"]
[null,"Introduction","Brief note to users about the spreadsheet and table of abbreviations"]
[null,"Watershed Information","SCDOT recommended form for site information"]
[null,"Spreadsheet Organization and Use","List and purpose of the active worksheets"]
[null,"Rainfall Data","User accesses on-line precipitation data and enters it into the spreadsheet"]
[null,"SC Rainfall Distribution Map","Map of South  Carolina showing regions where NOAA A, B, C and D rainfall distributions apply"]
[null,"Data for CN Determination","User enters site land use and the NRCS curve number and area for each land use "]
[null,"PRF Calculator","User enters the unit hydrograph Peak Rate Factor for each land use and this worksheet computes the watershed average PRF"]
[null,"Tc Calculator","This worksheet has elements to compute watershed lag time and flow path travel time of concentration"]
[null,"WS & UH Data & Runoff Results","This worksheet reports summary watershed and unit hydrograph data,  and the D-hour rainfall data, runoff depths, and peak runoff rates for storms with Annual Exceedance Probabilities of 10, 4, 2 and 1 percent.  This worksheet includes drop down boxes for users to select CN, CN Modification Method, and Tc.  One very important feature is this worksheet identifies the critical storm durations for runoff depth and peak flow for each AEP."]
[]
[]
[]
[null,"D-hr Runoff Ordinates","Tabular runoff hydrograph ordinates for 1, 2, 3, 6,12 and 24-hr storms with AEPs of 10%, 4%, 2% and 1%"]
[null,"10-yr D-hr Storm Hydrographs","Tabular and graphical runoff hydrographs for D-hr storms with 10-year return period (10% AEP)"]
[null,"25-yr D-hr Storm Hydrographs","Tabular and graphical runoff hydrographs for D-hr storms with 25-year return period (4% AEP)"]
[null,"50-yr D-hr Storm Hydrographs","Tabular and graphical runoff hydrographs for D-hr storms with 50-year return period (2% AEP)"]
[null,"100-yr D-hr Storm Hydrographs","Tabular and graphical runoff hydrographs for D-hr storms with 100-year return period (1% AEP)"]
[null,"24-hr Storm Hydrographs","Tabular and graphical runoff hydrographs for 24-hr storms with AEP values of 100%, 50%, 20%, 10%, 4%, 2% and 1%"]
[null,"Design Storm Pond Results","User inputs the Design Storm AEP, data for calculation of pond stage-storage and stage-discharge ratings, and seepage rate through pond bottom.  Pond  performance results are shown for 1, 2, 3, 6, 12 and 24-hour design storms."]
[]
[null,"D-hr Storm Pond Routing Results","Tabular and graphical pond routing results for D-hour design storm events"]
[null,"24-hr Storm Pond Routing Results","Tabular and graphical pond routing results for 24-hr storms with AEPS of 100%, 50%, 20%, 10%, 4%, 2% and 1%"]
[null,"Pond Sediment Trap Efficiency","Sediment Pond trapping efficiency computed with SCDHEC Design Aid Curves and equations developed at UofSC"]
[null,"USLE & MUSLE Results","Calculate Universal Soil Loss Equation annual erosion and Modified USLE (MUSLE) D-hour storm erosion"]
[null,"R factor","USLE Rainfall Factor: User selects value with Drop Down list of SC counties "]
[null,"K factor","USLE Soil Erodibility Factor: User selects value with Drop Down list of SC soils"]
[null,"LS factor","USLE Topography Factor: User enters erosion site length and slope and the value is calculated with an empirical equation"]
[null,"C factor","USLE Cover Factor: User selects value by selecting cover conditions from Drop Down list"]
[null,"P factor","USLE Conservation Practice Factor: User selects value by selecting conservation practice from Drop Down list"]

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[]
[null,null," Rain Gage Location",null,"Eutawville"]
[]
[null,null,"Click the cell below to access the Precipitation Frequency Data Server",null,null,null,null,null,null,null,null,null,"Use the Drop Down box and the SC Rainfall Map below to select the appropriate Rainfall Distribution Curve."]
[null,null,"https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_map_cont.html?bkmrk=sc"]
[]
[null,null,"Rainfall Data and Peak Runoff Rates for 10 Year D-Hour Storms                         and Seven 24-Hour Storms With AEP Ranging from 1 to 100 Percent",null,null,null,null,null,null,null,null,null,"Rainfall Distribution Curve"]
[null,null,null,null,null,null,null,null,null,null,null,null,"Six rainfall distributions apply in South Carolina: Type II, Type III, NOAA A, NOAA B, NOAA C and NOAA D.  Check the SC Rainfall Distribution Map.",null,null,null,2,"Type II"]
[null,null,"D-Hour Rainfall Data",null,null,null,"24-Hour Rainfall Data",null,null,null,null,null,null,null,null,null,3,"Type III"]
[null,null,"AEP (%) =",10,null,null,"AEP (%)","Depth (in)","Peak Runoff,          Qp (cfs)",null,null,null,null,null,null,null,4,"NOAA A"]
[null,null,"Return Period (yrs) =",{"$f":"100/D10","v":10},"Peak Runoff, Qp (cfs)",null,null,null,null,null,null,null,null,null,null,null,5,"NOAA B"]
[null,null,"Duration (hrs)","Depth (in)",null,null,100,3.09,{"$f":"MAX('1 yr_Q_24_2'!$IL$5:$IL$353)","v":59.224861245430105},null,null,null,"Select Distribution:",null,5,null,6,"NOAA C"]
[null,"Red Arrows flag rainfall durations with maximum peak runoff.",1,2.66,{"$f":"MAX(Q10_1!$P$5:$P$105)","v":132.39716855724436},{"$f":"IF(E13=MAX(E$13:E$18),\"<=\",\"  \")","v":"  "},50,3.76,{"$f":"MAX('2 yr_Q_24_2'!$IL$5:$IL$353)","v":79.229979776620937},null,null,null,"Click Yellow Box",null,null,null,7,"NOAA D"]
[null,null,2,3.22,{"$f":"MAX(Q10_2!$Z$5:$Z$105)","v":148.58402149527697},"<=",20,4.84,{"$f":"MAX('5 yr_Q_24_2'!$IL$5:$IL$353)","v":113.42527094446066}]
[null,null,3,3.45,{"$f":"MAX(Q10_3!$AJ$5:$AJ$105)","v":145.90342644623243},"  ",10,5.74,{"$f":"MAX('10 yr_Q_24_2'!$IL$5:$IL$353)","v":114.36625749021431}]
[null,null,6,4.07,{"$f":"MAX(Q10_6!$BN$5:$BN$353)","v":147.45902752154061},"  ",4,7.04,{"$f":"MAX('25 yr_Q_24_2'!$IL$5:$IL$353)","v":157.2134965940555},null,null,null,"DO NOT CLICK ON THE MAP OR LEGEND"]
[null,null,12,4.78,{"$f":"MAX(Q10_12!$DV$5:$DV$353)","v":139.18285265664912},"  ",2,8.1199999999999992,{"$f":"MAX('50 yr_Q_24_2'!$IL$5:$IL$353)","v":193.99737104365701}]
[null,null,24,5.74,{"$f":"MAX(Q10_24!$IL$4:$IL$352)","v":115.7079487954411},"  ",1,9.2899999999999991,{"$f":"MAX('100 yr_Q_24_2'!$IL$5:$IL$353)","v":234.60298152596607}]
[]
[]
[null,null,"25, 50 and 100 Year D-Hour Rainfall Data and Peak Runoff Rates"]
[null,null,"D-Hour Rainfall Data"]
[null,null,"AEP (%) =",4,null,null,2,null,null,1]
[null,null,"Return Period (yrs) =",{"$f":"100/D23","v":25},"Peak Runoff, Qp (cfs)",null,{"$f":"100/G23","v":50},"Peak Runoff, Qp (cfs)",null,{"$f":"100/J23","v":100},"Peak Runoff, Qp (cfs)",null,null,null,null,null,null,null,null," "]
[null,null,"Duration (hrs)","Depth (in)",null,null,"Depth (in)",null,null,"Depth (in)"]
[null,null,1,3.13,{"$f":"MAX(Q25_1!$P$5:$P$105)","v":162.5447309533146},{"$f":"IF(E26=MAX(E$26:E$31),\"<=\",\"  \")","v":"  "},3.56,{"$f":"MAX(Q50_1!$P$5:$P$105)","v":190.51781003144529},{"$f":"IF(H26=MAX(H$26:H$31),\"<=\",\"  \")","v":"  "},3.98,{"$f":"MAX(Q100_1!$P$5:$P$245)","v":217.92571071213129},{"$f":"IF(K26=MAX(K$26:K$31),\"<=\",\"  \")","v":"  "}]
[null,null,2,3.85,{"$f":"MAX(Q25_2!$Z$5:$Z$105)","v":184.78738103367047},"  ",4.43,{"$f":"MAX(Q50_2!$Z$5:$Z$105)","v":218.49938984061569},"  ",5,{"$f":"MAX(Q100_2!$Z$5:$Z$245)","v":251.72106427566121},"  "]
[null,null,3,4.17,{"$f":"MAX(Q25_3!$AJ$5:$AJ$105)","v":183.75190140115271},"  ",4.8499999999999996,{"$f":"MAX(Q50_3!$AJ$5:$AJ$105)","v":219.91635861131641},"  ",5.54,{"$f":"MAX(Q100_3!$AJ$5:$AJ$245)","v":256.73381222406931},"  "]
[null,null,6,4.9400000000000004,{"$f":"MAX(Q25_6!$BN$5:$BN$353)","v":186.62649364976892},"<=",5.77,{"$f":"MAX(Q50_6!$BN$5:$BN$353)","v":224.512152337684},"<=",6.6,{"$f":"MAX(Q100_6!$BN$5:$BN$353)","v":262.55616188652584},"<="]
[null,null,12,5.84,{"$f":"MAX(Q25_12!$DV$5:$DV$353)","v":179.73296343577169},"  ",6.86,{"$f":"MAX(Q50_12!$DV$5:$DV$353)","v":219.6341155453122},"  ",7.9,{"$f":"MAX(Q100_12!$DV$5:$DV$353)","v":260.68826980197753},"  "]
[null,null,24,7.04,{"$f":"MAX(Q25_24!$IL$4:$IL$352)","v":157.2134965940555},"  ",8.1199999999999992,{"$f":"MAX(Q50_24!$IL$4:$IL$352)","v":192.89893654669132},"  ",9.2899999999999991,{"$f":"MAX(Q100_24!$IL$4:$IL$352)","v":232.39512761200018},"  "]
[]
[null,null,"Use this worksheet to enter rainfall data for 1, 2, 3, 6, 12 and 24 hour durations for 10 year, 25 year, 50 year and 100 year events and for 1, 2, 5, 10, 25, 50 and 100 year return period 24 hour storms.  Click the designated cell (Row 5) to open the Precipitation Frequency Data Server to access NOAA rainfall data.   Move the crosshair over the desired site location.  The data are listed in a table under the map.  Write the Return Period rainfall depths for the different durations and the 24-hour rainfall depths for the different return periods on note paper.  Close the Data Server and enter the rainfall depths in the appropriate Rainfall Data Table. "]

{"sheet":"SC Rainfall Distribution Map","index":5,"n_rows":6,"n_cols":10,"rows_kept":6,"cut":false,"hidden":false,"merged":[[1,1,3,21],[5,1,5,8],[5,9,5,21]]}
[]
[null,"SC Rainfall Distribution and Physiographic Region Maps"]
[]
[]
[]
[null,"For more information see the NRCS TR-20 website at ",null,null,null,null,null,null,null,"https://www.nrcs.usda.gov/wps/portal/nrcs/detail/national/water/manage/hydrology/?cid=stelprdb1042793"]

{"sheet":"Data for CN Determination","index":6,"n_rows":87,"n_cols":17,"rows_kept":87,"cut":false,"hidden":false,"merged":[[1,15,4,22],[5,15,7,15],[6,1,6,2],[6,8,6,9],[7,1,7,2],[7,8,7,9],[5,16,7,22],[1,8,4,9],[1,10,2,13],[2,1,2,2],[3,1,3,2],[3,10,3,13],[4,1,4,2],[20,15,22,15],[20,1,21,2],[32,10,33,10],[27,8,27,9],[23,15,25,15],[18,4,25,5],[31,15,32,15],[28,15,30,15],[27,1,33,6],[32,8,33,9],[32,11,33,11],[32,12,33,12],[23,1,25,2],[8,15,15,15],[9,1,9,2],[16,15,19,15],[17,1,17,2],[18,1,18,2],[13,1,13,2],[12,1,12,2],[9,8,9,9],[8,8,8,9],[11,1,11,2],[35,1,38,6],[39,8,39,9],[34,8,35,9],[47,8,48,9],[47,10,48,10],[64,2,64,3],[67,2,67,4],[1,1,1,6],[57,2,57,3],[58,2,58,3],[60,2,60,3],[61,2,61,3],[62,2,62,3],[63,2,63,3],[14,1,14,2],[15,1,15,2],[16,1,16,2],[8,1,8,2],[5,1,5,2],[10,1,10,2],[39,1,45,6],[79,8,80,8],[58,8,59,8],[66,8,67,8],[28,16,28,22],[29,16,29,22],[45,15,50,15],[47,11,48,11],[47,12,48,12],[47,13,48,13],[49,8,50,8],[33,15,40,15],[32,13,33,13],[41,15,44,15],[33,16,40,22],[41,16,44,22],[45,16,50,22],[8,16,15,22],[16,16,19,22],[20,16,20,22],[21,16,21,22],[22,16,22,22],[31,16,32,22],[27,16,27,22],[30,16,30,22],[23,16,23,22],[24,16,24,22],[25,16,25,22],[26,16,26,22]]}
[]
[null,"Basic Data for CN Calculation",null,null,null,null,null,null,"Land Use",null,"Selected NRCS (SCS) Curve Numbers for Average Runoff Conditions (ARC II)",null,null,null,null,"Notes and Comments With Respect to Runoff Curve Numbers"]
[null,"Land Use",null,"Condition","HSG","CN","Area (ac)"]
[null,"Woods",null,"Good","B",58,50,null,null,null,"Hydrologic Soil Group Classification"]
[null,"Industrial",null,"Good","B",88,50,null,null,null,"A","B","C","D"]
[null,null,null,null,null,null,null,null,"Open Space 1",null,null,null,null,null,null,1,"CN’s shown are equivalent to those of pasture. Composite CN’s may be computed for other combinations of open space cover type."]
[null,null,null,null,null,null,null,null,"Poor Condition (grass cover < 50%)",null,68,79,86,89]
[null,null,null,null,null,null,null,null,"Fair Condition (grass cover 50-75%)",null,49,69,79,84]
[null,null,null,null,null,null,null,null,"Good Condition (grass cover > 75%)",null,39,61,74,80,null,2,"The average percent impervious area shown was used to develop the composite CN’s. Other assumptions are as follows: impervious areas are directly connected to the drainage system, impervious areas have a CN of 98, and pervious areas are considered equivalent to open space in good hydrologic condition. CN’s for other combinations of conditions may be computed using figure 2-3 or 2-4 in NRCS Technical Release 55, Urban Hydrology for Small Watersheds."]
[null,null,null,null,null,null,null,null,"Impervious Areas (paved parking lots, roofs, etc.)",null,98,98,98,98]
[null,null,null,null,null,null,null,null,"Streets and Roads"]
[null,null,null,null,null,null,null,null,"Paved with curbs and storm sewers",null,98,98,98,98]
[null,null,null,null,null,null,null,null,"Paved with open ditches",null,83,89,92,93]
[null,null,null,null,null,null,null,null,"Gravel",null,76,85,89,91]
[null,null,null,null,null,null,null,null,"Dirt",null,72,82,87,89]
[null,null,null,null,null,null,null,null,null,"Average % "]
[null,null,null,null,null,null,null,null,null,"Impervious2",null,null,null,null,null,3,"Composite CN’s to use for the design of temporary measures during grading and construction should be computed using figure 2-3 or 2-4 in Technical Release 55, based on the degree of development (impervious area percentage) and the CN’s for the newly graded pervious areas."]
[null,null,null,null,null,null,null,null,"Urban Land Use"]
[null,"Total Watershed Area =",null,{"$f":"G19","v":100},"                                          This is the total watershed area.  It is computed and entered into the speadsheet here.",null,{"$f":"SUM(G4:G18)","v":100},null,"Commercial and Business",85,89,92,94,95]
[null,null,null,null,null,null,null," ","Industrial",72,81,88,91,93]
[null,"Unshaded Cells are for User Input.",null,null,null,null,null,null,"Residential",null,null,null,null,null,null,4,"Poor: <50% ground cover or heavily grazed with no mulch."]
[null,null,null,null,null,null,null,null,"1/8 Acre",65,77,85,90,92,null,null,"Fair: 50 to 75% ground cover and not heavily grazed."]
[null,null,null,null,null,null,null,null,"1/4 Acre",38,61,75,83,87,null,null,"Good: >75% ground cover and lightly or only occasionally grazed."]
[null,"Shaded Cells are for Calculated Values.  DO NOT TOUCH or CHANGE the shaded cells!",null,null,null,null,null,null,"1/3 Acre",30,57,72,81,86,null,5,"Poor: <50% ground cover."]
[null,null,null,null,null,null,null,null,"1/2 Acre",25,54,70,80,85,null,null,"Fair: 50 to 75% ground cover."]
[null,null,null,null,null,null,null,null,"1 Acre",20,51,68,79,84,null,null,"Good: >75% ground cover."]
[null,null,null,null,null,null,null,null,"2 Acres",12,46,65,77,82,null,6,"Actual curve number is less than 30; use CN = 30 for runoff computations."]
[null,"Basic data entered on this worksheet are used to compute the average CN value by two methods: area weighted average and runoff weighted average.  The computations are on separate worksheets, which are hidden.  The results are shown on the WS & UH Data & Runoff Results worksheet where a Drop Down menu allows the user to select which average CN method he/she prefers.",null,null,null,null,null,null,"Developing urban areas, newly graded, no grass cover 3",null,77,86,91,94,null,7,"CN’s shown were computed for areas with 50% woods and 505 grass (pasture) cover. Other combinations of conditions may be computed from the CN’s for woods and pasture."]
[null,null,null,null,null,null,null,null,"Pasture 4",null,null,null,null,null,null,8,"Poor: Forest litter, small trees, and brush destroyed by heavy grazing or regular burning."]
[null,null,null,null,null,null,null,null,"Poor",null,68,79,86,89,null,null,"Fair: Woods are grazed but not burned, and some forest litter covers the soil."]
[null,null,null,null,null,null,null,null,"Fair",null,49,69,79,84,null,null,"Good: Woods are protected from grazing, and litter and brush adequately cover the soil."]
[null,null,null,null,null,null,null,null,"Good",null,39,61,74,80,null,9,"Crop residue cover applies only if residue is on at least 5 percent of the surface throughout the year."]
[null,null,null,null,null,null,null,null,"Meadows (Continuous Grass, Protected From Grazing, & Generally Mowed For Hay)",null,30,58,71,78]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,10,"Hydrologic condition is based on combination of factors that affect infiltration and runoff, including (a) density and canopy of vegetative areas, (b) amount of year-round cover, (c) amount of grass or close-seeded legumes in rotations, (d) percentage of residue cover on the land surface (good > 20%), and (e) degree of surface roughness.                                                                  Poor: Factors impair infiltration and tend to increase runoff.\nGood: Factors encourage average and better than average infiltration and tend to decrease runoff."]
[null,null,null,null,null,null,null,null,"Brush (Brush/Weed/Grass Mixture With Brush The Major Element) 5"]
[null,"To compute area weighted CN values, for each land use and HSG combination multiply the CN by the area.  Do this for all land use and HSG combinations.  Divide the sum of products by total watershed area."]
[null,null,null,null,null,null,null,null,"Poor Condition",null,48,67,77,83]
[null,null,null,null,null,null,null,null,"Fair Condition",null,35,56,70,77]
[null,null,null,null,null,null,null,null,"Good Condition 6",null,30,48,65,73]
[null,"To compute runoff weighted CN values, use the CN for each land use and HSG combination to compute the event runoff with the CN Runoff Model.  Do this for all land use and HSG combinations.  Multiply the computed runoff from each land use and HSG combination by the area of that combination.  Sum the products and divide the sum by the total watershed area.",null,null,null,null,null,null,"Woods/Grass Combination (Orchard Or Tree Farm) 7"]
[null,null,null,null,null,null,null,null,"Poor Condition",null,57,73,82,86]
[null,null,null,null,null,null,null,null,"Fair Condition",null,43,65,76,82,null,11,"The NRCS has advised to use a CN of 98 for bodies of water that have an outflow.  For bodies of water that do not have outflow (Ex Great Salt Lake) or is included the final receiving body in the model to use a CN of 0.  "]
[null,null,null,null,null,null,null,null,"Good Condition",null,32,58,65,78]
[null,null,null,null,null,null,null,null,"Woods 8"]
[null,null,null,null,null,null,null,null,"Poor Condition",null,45,66,77,83]
[null,null,null,null,null,null,null,null,"Fair Condition",null,36,60,73,79,null,12,"The NRCS has advised that, due to differences found in the field, calculating CNs from the individual component instead of using the composite CNs (ex. Residential CNs) can give results that are more accurate.  One of the issues with the composite CNs is that the amount of each component (ex. grass, impervious) may not be the same as found in the field."]
[null,null,null,null,null,null,null,null,"Good Condition 6",null,30,55,70,77]
[null,null,null,null,null,null,null,null,"Farmsteads (Buildings, Lanes, Driveways, & Surrounding Lots",null,59,74,82,86]
[null,null,null,null,null,null," "]
[null,null,null,null,null,null,null,null,"Treatment 9","Hydrologic 10"]
[null,null,null,null,null,null,null,null,null,"Condition"]
[null,null,null,null,null,null,null,null,"Fallow"]
[null,null,null,null,null,null,null,null,"Bare Soil","-",77,86,91,94]
[null,null,null,null,null,null,null,null,"Crop Residue Cover","Poor",76,85,90,93]
[null,null,null,null,null,null,null,null,null,"Good",74,83,88,90]
[null,null,null,null,null,null,null,null,"Row Crop"]
[null,null,null,null,null,null,null,null,"Straight Row","Poor",72,81,88,91]
[null,null,null,null,null,null,null,null,null,"Good",67,78,85,89]
[null,null,null,null,null,null,null,null,"Straight Row + Crop Residue Cover","Poor",71,80,87,90]
[null,null,null,null,null,null,null,null,null,"Good",64,75,82,85]
[null,null,null,null,null,null,null,null,"Contoured","Poor",70,79,84,88]
[null,null,null,null,null,null,null,null,null,"Good",65,75,82,86]
[null,null,null,null,null,null,null,null,"Contoured + Crop Residue Cover","Poor",69,78,83,87]
[null,null,null,null,null,null,null,null,null,"Good",64,74,81,85]
[null,null,null,null,null,null,null,null,"Contoured & Terraced","Poor",66,74,80,82]
[null,null,null,null,null,null,null,null,null,"Good",62,71,78,81]
[null,null,null,null,null,null,null,null,"Contoured & Terraced + Crop Residue Cover","Poor",65,73,79,81]
[null,null,null,null,null,null,null,null,null,"Good",61,70,77,80]
[null,null,null,null,null,null,null,null,"Small Grain"]
[null,null,null,null,null,null,null,null,"Straight Row","Poor",65,76,84,88]
[null,null,null,null,null,null,null,null,null,"Good",63,75,83,87]
[null,null,null,null,null,null,null,null,"Straight Row + Crop Residue Cover","Poor",64,75,83,86]
[null,null,null,null,null,null,null,null,null,"Good",60,72,80,84]
[null,null,null,null,null,null,null,null,"Contoured","Poor",63,74,82,85]
[null,null,null,null,null,null,null,null,null,"Good",61,73,81,84]
[null,null,null,null,null,null,null,null,"Contoured + Crop Residue Cover","Poor",62,73,81,84]
[null,null,null,null,null,null,null,null,null,"Good",60,72,80,83]
[null,null,null,null,null,null,null,null,"Contoured & Terraced","Poor",61,72,79,82]
[null,null,null,null,null,null,null,null,null,"Good",59,70,78,81]
[null,null,null,null,null,null,null,null,"Contoured & Terraced + Crop Residue Cover","Poor",60,71,78,81]
[null,null,null,null,null,null,null,null,null,"Good",58,69,77,80]
[null,null,null,null,null,null,null,null,"Closed-Seeded/Broadcast Legumes/ Rotation Meadow"]
[null,null,null,null,null,null,null,null,"Straight Row","Poor",66,77,85,89]
[null,null,null,null,null,null,null,null,null,"Good",58,72,81,85]
[null,null,null,null,null,null,null,null,"Contoured","Poor",64,75,83,85]
[null,null,null,null,null,null,null,null,null,"Good",55,69,78,83]
[null,null,null,null,null,null,null,null,"Contoured & Terraced","Poor",63,73,80,83]

{"sheet":"Area Weighted CN Calculator","index":7,"n_rows":39,"n_cols":10,"rows_kept":39,"cut":false,"hidden":true,"merged":[[3,9,7,14],[18,5,18,6],[7,1,7,2],[22,1,22,2],[24,1,24,2],[23,1,23,2],[21,1,21,2],[14,9,16,12],[20,1,20,2],[1,1,1,7],[2,1,2,2],[3,1,3,2],[4,1,4,2],[17,1,17,2],[8,1,8,2],[16,1,16,2],[9,1,9,2],[10,1,10,2],[11,1,11,2],[12,1,12,2],[13,1,13,2],[14,1,14,2],[15,1,15,2],[5,1,5,2],[6,1,6,2],[25,1,25,2],[52,2,52,3],[53,2,53,3],[56,2,56,4],[51,2,51,3],[46,2,46,3],[47,2,47,3],[49,2,49,3],[50,2,50,3]]}
[]
[null,"Area Weighted Curve Number Calculator"]
[null,"Land Use",null,"Condition","HSG","Standard CN","Area (ac)","Area*CN"]
[null,{"$f":"'Data for CN Determination'!B4:C4","v":"Woods"},null,{"$f":"'Data for CN Determination'!D4","v":"Good"},{"$f":"'Data for CN Determination'!E4","v":"B"},{"$f":"'Data for CN Determination'!F4","v":58},{"$f":"'Data for CN Determination'!G4","v":50},{"$f":"F4*G4","v":2900},null,"To compute area weighted CN values, for each land use and HSG combination multiply the CN by the area.  Do this for all land use and HSG combinations.  Divide the sum of products by total watershed area."]
[null,{"$f":"'Data for CN Determination'!B5:C5","v":"Industrial"},null,{"$f":"'Data for CN Determination'!D5","v":"Good"},{"$f":"'Data for CN Determination'!E5","v":"B"},{"$f":"'Data for CN Determination'!F5","v":88},{"$f":"'Data for CN Determination'!G5","v":50},{"$f":"F5*G5","v":4400}]
[null,{"$f":"'Data for CN Determination'!B6:C6","v":0},null,{"$f":"'Data for CN Determination'!D6","v":0},"D",{"$f":"'Data for CN Determination'!F6","v":0},{"$f":"'Data for CN Determination'!G6","v":0},{"$f":"F6*G6","v":0}]
[null,{"$f":"'Data for CN Determination'!B7:C7","v":0},null,{"$f":"'Data for CN Determination'!D7","v":0},"D",{"$f":"'Data for CN Determination'!F7","v":0},{"$f":"'Data for CN Determination'!G7","v":0},{"$f":"F7*G7","v":0}]
[null,{"$f":"'Data for CN Determination'!B8:C8","v":0},null,{"$f":"'Data for CN Determination'!D8","v":0},{"$f":"'Data for CN Determination'!E8","v":0},{"$f":"'Data for CN Determination'!F8","v":0},{"$f":"'Data for CN Determination'!G8","v":0},0]
[null,{"$f":"'Data for CN Determination'!B9:C9","v":0},null,{"$f":"'Data for CN Determination'!D9","v":0},{"$f":"'Data for CN Determination'!E9","v":0},{"$f":"'Data for CN Determination'!F9","v":0},{"$f":"'Data for CN Determination'!G9","v":0},0]
[null,{"$f":"'Data for CN Determination'!B10:C10","v":0},null,{"$f":"'Data for CN Determination'!D10","v":0},{"$f":"'Data for CN Determination'!E10","v":0},{"$f":"'Data for CN Determination'!F10","v":0},{"$f":"'Data for CN Determination'!G10","v":0},0]
[null,{"$f":"'Data for CN Determination'!B11:C11","v":0},null,{"$f":"'Data for CN Determination'!D11","v":0},{"$f":"'Data for CN Determination'!E11","v":0},{"$f":"'Data for CN Determination'!F11","v":0},{"$f":"'Data for CN Determination'!G11","v":0},0]
[null,{"$f":"'Data for CN Determination'!B12:C12","v":0},null,{"$f":"'Data for CN Determination'!D12","v":0},{"$f":"'Data for CN Determination'!E12","v":0},{"$f":"'Data for CN Determination'!F12","v":0},{"$f":"'Data for CN Determination'!G12","v":0},0]
[null,{"$f":"'Data for CN Determination'!B13:C13","v":0},null,{"$f":"'Data for CN Determination'!D13","v":0},{"$f":"'Data for CN Determination'!E13","v":0},{"$f":"'Data for CN Determination'!F13","v":0},{"$f":"'Data for CN Determination'!G13","v":0},0]
[null,{"$f":"'Data for CN Determination'!B14:C14","v":0},null,{"$f":"'Data for CN Determination'!D14","v":0},{"$f":"'Data for CN Determination'!E14","v":0},{"$f":"'Data for CN Determination'!F14","v":0},{"$f":"'Data for CN Determination'!G14","v":0},0]
[null,{"$f":"'Data for CN Determination'!B15:C15","v":0},null,{"$f":"'Data for CN Determination'!D15","v":0},{"$f":"'Data for CN Determination'!E15","v":0},{"$f":"'Data for CN Determination'!F15","v":0},{"$f":"'Data for CN Determination'!G15","v":0},0,null,"There are no unshaded Cells for User Input on this sheet."]
[null,{"$f":"'Data for CN Determination'!B16:C16","v":0},null,{"$f":"'Data for CN Determination'!D16","v":0},{"$f":"'Data for CN Determination'!E16","v":0},{"$f":"'Data for CN Determination'!F16","v":0},{"$f":"'Data for CN Determination'!G16","v":0},0]
[null,{"$f":"'Data for CN Determination'!B17:C17","v":0},null,{"$f":"'Data for CN Determination'!D17","v":0},{"$f":"'Data for CN Determination'!E17","v":0},{"$f":"'Data for CN Determination'!F17","v":0},{"$f":"'Data for CN Determination'!G17","v":0},0]
[null,{"$f":"'Data for CN Determination'!B18:C18","v":0},null,{"$f":"'Data for CN Determination'!D18","v":0},{"$f":"'Data for CN Determination'!E18","v":0},{"$f":"'Data for CN Determination'!F18","v":0},{"$f":"'Data for CN Determination'!G18","v":0},0,null," "]
[null,null,null,null,null,"Sum of Area*CN =",null,{"$f":"SUM(H4:H18)","v":7300}]
[]
[null,"Return Period (yrs) =",null,1,2,5,10,25,50,100]
[null,"24-hour Rainfall Depth (P) =",null,{"$f":"P2_24_1","v":3.09},{"$f":"P2_24_2","v":3.76},{"$f":"P2_24_5","v":4.84},{"$f":"P10_24","v":5.74},{"$f":"P25_24","v":7.04},{"$f":"P50_24","v":8.1199999999999992},{"$f":"P100_24","v":9.2899999999999991}]
[null,"Area Weighted WS CN =",null,{"$f":"($H19/[0]!Area)","v":73},{"$f":"($H19/[0]!Area)","v":73},{"$f":"($H19/[0]!Area)","v":73},{"$f":"($H19/[0]!Area)","v":73},{"$f":"($H19/[0]!Area)","v":73},{"$f":"($H19/[0]!Area)","v":73},{"$f":"($H19/[0]!Area)","v":73}]
[null,"WS Retention S (in) =",null,{"$f":"1000/D23-10","v":3.6986301369863011},3.6986301369863011,3.6986301369863011,{"$f":"1000/G23-10","v":3.6986301369863011},{"$f":"1000/H23-10","v":3.6986301369863011},3.6986301369863011,3.6986301369863011]
[null,"Initial Abstractions Ia=0.2S (in) =",null,{"$f":"0.2*D24","v":0.73972602739726023},0.73972602739726023,0.73972602739726023,{"$f":"0.2*G24","v":0.73972602739726023},{"$f":"0.2*H24","v":0.73972602739726023},0.73972602739726023,0.73972602739726023]
[null,"24-hour Runoff Depth (QCN) =",null,{"$f":"((D22-D25)^2)/(D22+0.8*D24)","v":0.91318818189517426},1.3576700486858835,2.1557191131164406,{"$f":"((G22-G25)^2)/(G22+0.8*G24)","v":2.8742401900403958},{"$f":"((H22-H25)^2)/(H22+0.8*H24)","v":3.9697802573973195},4.9164108084962796,5.9684674116548884]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null," "]
[null,null,null,null,null,"j"]

{"sheet":"Runoff Weighted CN Calculator","index":8,"n_rows":29,"n_cols":25,"rows_kept":29,"cut":false,"hidden":true,"merged":[[23,24,30,30],[2,24,21,30],[18,8,18,9],[6,1,6,2],[13,1,13,2],[14,1,14,2],[15,1,15,2],[17,1,17,2],[7,1,7,2],[5,1,5,2],[9,1,9,2],[28,3,30,5],[61,2,61,4],[51,2,51,3],[52,2,52,3],[54,2,54,3],[55,2,55,3],[56,2,56,3],[57,2,57,3],[1,1,1,22],[20,1,20,2],[58,2,58,3],[21,1,21,2],[23,1,23,2],[24,1,24,2],[16,1,16,2],[25,1,25,2],[22,1,22,2],[12,1,12,2],[10,1,10,2],[11,1,11,2],[2,1,2,2],[3,1,3,2],[8,1,8,2],[4,1,4,2]]}
[]
[null,"Runoff Weighted Curve Number Calculator"]
[null,"Land Use",null,"Condition","HSG","Standard CN","S","Ia","Area (ac)","1-yr 24-hr QCN","Area*QCN","2-yr 24-hr QCN","Area*QCN","5-yr 24-hr QCN","Area*QCN","10-yr 24-hr QCN","Area*QCN","25-yr 24-hr QCN","Area*QCN","50-yr 24-hr QCN","Area*QCN","100-yr 24-hr QCN","Area*QCN",null,"The original CN method was developed for application to small drainage areas assumed to have uniform properties. Watersheds are mixtures of different land uses and soils, and therefore different contributing CNs. This mixture is particularly true at larger watersheds.  Previous practice has been to average – on an area-weighted basis - the assigned CNs and use the average CN in the calculation of runoff from the entire watershed. Using area-weighted CNs does not account for the effects of extremes, especially for rainfall and CN conditions close to the threshold of runoff, such as found for smaller storms and higher CN portions of the watershed.  This problem can be avoided using what is termed runoff-weighted CN values which is the approach suggested by the CN model update committee and is included as the recommended option in this spreadsheet.   "]
[null,{"$f":"'Data for CN Determination'!B4:C4","v":"Woods"},null,{"$f":"'Data for CN Determination'!D4","v":"Good"},{"$f":"'Data for CN Determination'!E4","v":"B"},{"$f":"'Data for CN Determination'!F4","v":58},{"$f":"IF(F4>0,1000/F4-10,0)","v":7.2413793103448292},{"$f":"0.2*G4","v":1.448275862068966},{"$f":"'Data for CN Determination'!G4","v":50},{"$f":"IF($F4>0,((P2_24_1-$H4)^2)/(P2_24_1+0.8*$G4),0)","v":0.30341402199796774},{"$f":"J4*$I4","v":15.170701099898388},{"$f":"IF($F4>0,((P2_24_2-$H4)^2)/(P2_24_2+0.8*$G4),0)","v":0.55940653409939511},{"$f":"L4*$I4","v":27.970326704969757},{"$f":"IF($F4>0,((P2_24_5-$H4)^2)/(P2_24_5+0.8*$G4),0)","v":1.0818847652318599},{"$f":"N4*$I4","v":54.094238261592999},{"$f":"IF($F4>0,((P10_24-$H4)^2)/(P10_24+0.8*$G4),0)","v":1.5970459433322262},{"$f":"P4*$I4","v":79.852297166611308},{"$f":"IF($F4>0,((P25_24-$H4)^2)/(P25_24+0.8*$G4),0)","v":2.4364627746315999},{"$f":"R4*$I4","v":121.82313873157999},{"$f":"IF($F4>0,((P50_24-$H4)^2)/(P50_24+0.8*$G4),0)","v":3.1992792361626248},{"$f":"T4*$I4","v":159.96396180813124},{"$f":"IF($F4>0,((P100_24-$H4)^2)/(P100_24+0.8*$G4),0)","v":4.0769220781575539},{"$f":"V4*$I4","v":203.8461039078777}]
[null,{"$f":"'Data for CN Determination'!B5:C5","v":"Industrial"},null,{"$f":"'Data for CN Determination'!D5","v":"Good"},{"$f":"'Data for CN Determination'!E5","v":"B"},{"$f":"'Data for CN Determination'!F5","v":88},{"$f":"IF(F5>0,1000/F5-10,0)","v":1.3636363636363633},{"$f":"0.2*G5","v":0.27272727272727265},{"$f":"'Data for CN Determination'!G5","v":50},1.8983970823696852,{"$f":"J5*$I5","v":94.919854118484253},2.5069674253782201,{"$f":"L5*$I5","v":125.34837126891101},3.5171640376790596,{"$f":"N5*$I5","v":175.85820188395297},4.3758554939869825,{"$f":"P5*$I5","v":218.79277469934914},{"$f":"IF($F5>0,((P25_24-$H5)^2)/(P25_24+0.8*$G5),0)","v":5.632332086518133},{"$f":"R5*$I5","v":281.61660432590668},6.6855169938628292,{"$f":"T5*$I5","v":334.27584969314148},7.8327636554705453,{"$f":"V5*$I5","v":391.63818277352726}]
[null,{"$f":"'Data for CN Determination'!B6:C6","v":0},null,{"$f":"'Data for CN Determination'!D6","v":0},{"$f":"'Data for CN Determination'!E6","v":0},{"$f":"'Data for CN Determination'!F6","v":0},0,{"$f":"0.2*G6","v":0},{"$f":"'Data for CN Determination'!G6","v":0},0,{"$f":"J6*I6","v":0},0,{"$f":"L6*E6","v":0},0,{"$f":"N6*G6","v":0},0,0,{"$f":"IF(H6>0,((P25_24-J6)^2)/(P25_24+0.8*I6),0)","v":0},{"$f":"R6*K6","v":0},0,{"$f":"T6*$I6","v":0},0,{"$f":"V6*$I6","v":0}]
[null,{"$f":"'Data for CN Determination'!B7:C7","v":0},null,{"$f":"'Data for CN Determination'!D7","v":0},{"$f":"'Data for CN Determination'!E7","v":0},{"$f":"'Data for CN Determination'!F7","v":0},0,0,{"$f":"'Data for CN Determination'!G7","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[null,{"$f":"'Data for CN Determination'!B8:C8","v":0},null,{"$f":"'Data for CN Determination'!D8","v":0},{"$f":"'Data for CN Determination'!E8","v":0},{"$f":"'Data for CN Determination'!F8","v":0},0,0,{"$f":"'Data for CN Determination'!G8","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[null,{"$f":"'Data for CN Determination'!B9:C9","v":0},null,{"$f":"'Data for CN Determination'!D9","v":0},{"$f":"'Data for CN Determination'!E9","v":0},{"$f":"'Data for CN Determination'!F9","v":0},0,0,{"$f":"'Data for CN Determination'!G9","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[null,{"$f":"'Data for CN Determination'!B10:C10","v":0},null,{"$f":"'Data for CN Determination'!D10","v":0},{"$f":"'Data for CN Determination'!E10","v":0},{"$f":"'Data for CN Determination'!F10","v":0},0,0,{"$f":"'Data for CN Determination'!G10","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[null,{"$f":"'Data for CN Determination'!B11:C11","v":0},null,{"$f":"'Data for CN Determination'!D11","v":0},{"$f":"'Data for CN Determination'!E11","v":0},{"$f":"'Data for CN Determination'!F11","v":0},0,0,{"$f":"'Data for CN Determination'!G11","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(H11>0,((P25_24-J11)^2)/(P25_24+0.8*I11),0)","v":0},0,0,0,0,0]
[null,{"$f":"'Data for CN Determination'!B12:C12","v":0},null,{"$f":"'Data for CN Determination'!D12","v":0},{"$f":"'Data for CN Determination'!E12","v":0},{"$f":"'Data for CN Determination'!F12","v":0},0,0,{"$f":"'Data for CN Determination'!G12","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[null,{"$f":"'Data for CN Determination'!B13:C13","v":0},null,{"$f":"'Data for CN Determination'!D13","v":0},{"$f":"'Data for CN Determination'!E13","v":0},{"$f":"'Data for CN Determination'!F13","v":0},0,0,{"$f":"'Data for CN Determination'!G13","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[null,{"$f":"'Data for CN Determination'!B14:C14","v":0},null,{"$f":"'Data for CN Determination'!D14","v":0},{"$f":"'Data for CN Determination'!E14","v":0},{"$f":"'Data for CN Determination'!F14","v":0},0,0,{"$f":"'Data for CN Determination'!G14","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[null,{"$f":"'Data for CN Determination'!B15:C15","v":0},null,{"$f":"'Data for CN Determination'!D15","v":0},{"$f":"'Data for CN Determination'!E15","v":0},{"$f":"'Data for CN Determination'!F15","v":0},0,0,{"$f":"'Data for CN Determination'!G15","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[null,{"$f":"'Data for CN Determination'!B16:C16","v":0},null,{"$f":"'Data for CN Determination'!D16","v":0},{"$f":"'Data for CN Determination'!E16","v":0},{"$f":"'Data for CN Determination'!F16","v":0},0,0,{"$f":"'Data for CN Determination'!G16","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[null,{"$f":"'Data for CN Determination'!B17:C17","v":0},null,{"$f":"'Data for CN Determination'!D17","v":0},{"$f":"'Data for CN Determination'!E17","v":0},{"$f":"'Data for CN Determination'!F17","v":0},0,0,{"$f":"'Data for CN Determination'!G17","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[null,{"$f":"'Data for CN Determination'!B18:C18","v":0},null,{"$f":"'Data for CN Determination'!D18","v":0},{"$f":"'Data for CN Determination'!E18","v":0},{"$f":"'Data for CN Determination'!F18","v":0},0,0,{"$f":"'Data for CN Determination'!G18","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[null,null,null,null,null,null,null,null,"Sum of Area*QCN =",null,{"$f":"SUM(K4:K18)","v":110.09055521838263},null,{"$f":"SUM(M4:M18)","v":153.31869797388077},null,{"$f":"SUM(O4:O18)","v":229.95244014554598},null,{"$f":"SUM(Q4:Q18)","v":298.64507186596046},null,{"$f":"SUM(S4:S18)","v":403.43974305748668},null,{"$f":"SUM(U4:U18)","v":494.2398115012727},null,{"$f":"SUM(W4:W18)","v":595.48428668140491}]
[]
[null,"Return Period (yrs) =",null,1,2,5,10,25,50,100]
[null,"24-hour Rainfall Depth (P) =",null,{"$f":"P2_24_1","v":3.09},{"$f":"P2_24_2","v":3.76},{"$f":"P2_24_5","v":4.84},{"$f":"P10_24","v":5.74},{"$f":"P25_24","v":7.04},{"$f":"P50_24","v":8.1199999999999992},{"$f":"P100_24","v":9.2899999999999991}]
[null,"24-hour Runoff Depth (QCN) =",null,{"$f":"K19/[0]!Area","v":1.1009055521838262},{"$f":"M19/[0]!Area","v":1.5331869797388078},{"$f":"O19/[0]!Area","v":2.2995244014554599},{"$f":"Q19/[0]!Area","v":2.9864507186596048},{"$f":"S19/[0]!Area","v":4.0343974305748667},{"$f":"U19/[0]!Area","v":4.9423981150127272},{"$f":"W19/[0]!Area","v":5.9548428668140492}]
[null," Runoff Weighted CN =",null,{"$f":"IF(1000 / (10 + 5*D22 + 10*D23 - 10*(D23^2 + 1.25*D22*D23)^0.5)>0,1000 / (10 + 5*D22 + 10*D23 - 10*(D23^2 + 1.25*D22*D23)^0.5),0)","v":76.433081679444783},75.65411128175657,74.752307469021048,74.202175431852737,73.603523028512626,73.22278914640421,72.891483092214131,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"To compute runoff weighted CN values, use the CN for each land use and HSG combination to compute the event runoff with the CN Runoff Model.  Do this for all land use and HSG combinations.  Multiply the computed runoff from each land use and HSG combination by the area of that combination.  Sum the products and divide the sum by the total watershed area."]
[null,"WS Retention S (in) =",null,{"$f":"1000/D24-10","v":3.0833400672490594},{"$f":"1000/E24-10","v":3.2180523048605636},3.3775134689243043,{"$f":"1000/G24-10","v":3.4766938324928187},{"$f":"1000/H24-10","v":3.5863061828252256},3.6569504065266472,3.7190239185408274]
[null,"Initial Abstractions Ia=0.2S (in) =",null,{"$f":"0.2*D25","v":0.61666801344981192},{"$f":"0.2*E25","v":0.64361046097211272},0.67550269378486094,{"$f":"0.2*G25","v":0.69533876649856374},{"$f":"0.2*H25","v":0.71726123656504515},0.73139008130532945,0.7438047837081655]
[null,null,null,null,null,null,{"$f":"IF(G21=DS_RP,G24,0)","v":0},{"$f":"IF(H21=DS_RP,H24,0)","v":73.603523028512626},{"$f":"IF(I21=DS_RP,I24,0)","v":0},{"$f":"IF(J21=DS_RP,J24,0)","v":0}]
[]
[null,null,null,"There are no unshaded Cells for User Input on this sheet."]

{"sheet":"PRF Calculator","index":9,"n_rows":32,"n_cols":21,"rows_kept":32,"cut":false,"hidden":false,"merged":[[16,13,16,16],[18,1,18,2],[2,1,2,2],[12,1,12,2],[13,1,13,2],[15,1,15,2],[16,1,16,2],[17,1,17,2],[7,1,7,2],[8,1,8,2],[9,1,9,2],[10,1,10,2],[11,1,11,2],[6,8,6,9],[1,10,4,10],[0,1,0,4],[1,1,1,5],[1,8,2,9],[14,1,14,2],[1,12,1,13],[3,8,4,9],[3,1,3,2],[4,1,4,2],[6,1,6,2],[5,1,5,2],[30,1,30,5],[22,8,22,9],[31,1,33,5],[49,1,49,4],[36,1,36,2],[37,1,37,2],[38,1,38,2],[39,1,39,2],[40,1,40,2],[42,1,42,2],[43,1,43,2],[44,1,44,2],[45,1,45,2],[46,1,46,2],[20,3,23,5],[25,1,27,5]]}
[]
[null,"PRF Calculator",null,null,null,null,null,null,"PRF Values for South Carolina",null,"Unit Hydrograph Peak Rate Factor (PRF)",null,"UH Parameters"]
[null,"Land Use",null,"PRF","Area (ac)","Product",null,null,null,null,null,null,"PRF","G-fn n "]
[null,{"$f":"'Data for CN Determination'!B4:C4","v":"Woods"},null,200,{"$f":"'Data for CN Determination'!G4","v":50},{"$f":"D4*E4","v":10000},null,null,"Land Use",null,null,null,50,1.05]
[null,{"$f":"'Data for CN Determination'!B5:C5","v":"Industrial"},null,550,{"$f":"'Data for CN Determination'!G5","v":50},{"$f":"D5*E5","v":27500},null,null,null,null,null,null,100,1.25]
[null,{"$f":"'Data for CN Determination'!B6:C6","v":0},null,null,{"$f":"'Data for CN Determination'!G6","v":0},{"$f":"D6*E6","v":0},null,null,"Open Space",null,250,null,156,1.5]
[null,{"$f":"'Data for CN Determination'!B7:C7","v":0},null,null,{"$f":"'Data for CN Determination'!G7","v":0},{"$f":"D7*E7","v":0},null,null,"Impervious Areas (paved parking lots, roofs, etc.)",null,550,null,237,2]
[null,{"$f":"'Data for CN Determination'!B8:C8","v":0},null,null,{"$f":"'Data for CN Determination'!G8","v":0},{"$f":"D8*E8","v":0},null,null,"Streets and Roads",null,null,null,298,2.5]
[null,{"$f":"'Data for CN Determination'!B9:C9","v":0},null,null,{"$f":"'Data for CN Determination'!G9","v":0},{"$f":"D9*E9","v":0},null,null,"Paved with curbs and storm sewers",null,550,null,349,3]
[null,{"$f":"'Data for CN Determination'!B10:C10","v":0},null,null,{"$f":"'Data for CN Determination'!G10","v":0},0,null,null,"Paved with open ditches",null,500,null,393,3.5]
[null,{"$f":"'Data for CN Determination'!B11:C11","v":0},null,null,{"$f":"'Data for CN Determination'!G11","v":0},0,null,null,"Gravel",null,450,null,433,4]
[null,{"$f":"'Data for CN Determination'!B12:C12","v":0},null,null,{"$f":"'Data for CN Determination'!G12","v":0},0,null,null,"Dirt",null,350,null,470,4.5]
[null,{"$f":"'Data for CN Determination'!B13:C13","v":0},null,null,{"$f":"'Data for CN Determination'!G13","v":0},0,null,null,"Urban Land Use","% Impervious",null,null,484,4.7]
[null,{"$f":"'Data for CN Determination'!B14:C14","v":0},null,null,{"$f":"'Data for CN Determination'!G14","v":0},0,null,null,"Commercial and Business",85,550,null,504,5]
[null,0,null,null,null,null,null,null,"Industrial",72,550,null,566,6]
[null,{"$f":"'Data for CN Determination'!B15:C15","v":0},null,null,{"$f":"'Data for CN Determination'!G15","v":0},0,null,null,"Residential"]
[null,{"$f":"'Data for CN Determination'!B16:C16","v":0},null,null,{"$f":"'Data for CN Determination'!G16","v":0},0,null,null,"1/8 Acre",65,400,null,null,"Unit Hydrograph for PRF = ",null,null,null,{"$f":"PRF","v":375}," and Tp =",{"$f":"UH_Tp","v":48},"Minutes"]
[null,{"$f":"'Data for CN Determination'!B17:C17","v":0},null,null,{"$f":"'Data for CN Determination'!G17","v":0},0,null,null,"1/4 Acre",38,375]
[null,{"$f":"'Data for CN Determination'!B18:C18","v":0},null,null,{"$f":"'Data for CN Determination'!G18","v":0},0,null,null,"1/3 Acre",30,350]
[null,"Total Watershed Area =",{"$f":"E20","v":100},null,{"$f":"SUM(E4:E19)","v":100},{"$f":"SUM(F4:F19)","v":37500},null,null,"1/2 Acre",25,350]
[null,"WS PRF =",{"$f":"INT(F20/E20)","v":375},"This is the total watershed area computed on the Data for CN Determination sheet. ",null,null,null,null,"1 Acre",20,325]
[null,"Shape Parameter, n =",{"$f":"IF(C$21<=M7,N6+((N7-N6)/(M7-M6))*(C$21-M6),IF(C$21<=M8,N7+((N8-N7)/(M8-M7))*(C$21-M7),IF(C$21<=M9,N8+((N9-N8)/(M9-M8))*(C$21-M8),IF(C$21<=M10,N9+((N10-N9)/(M10-M9))*(C$21-M9),IF(C$21<=M11,N10+((N11-N10)/(M11-M10))*(C$21-M10),IF(C$21<=M12,N11+((N12-N11)/(M12-M11))*(C$21-M11),IF(C$21<=M13,N12+((N13-N12)/(M13-M12))*(C$21-M12),IF(C$21<=M14,N13+((N14-N13)/(M14-M13))*(C$21-M13),IF(C$21<=M15,N14+((N15-N14)/(M15-M14))*(C$21-M14))))))))))","v":3.2954545454545454},null,null,null,null,null,"2 Acres",12,300]
[null,null,null,null,null,null,null,null,"Developing urban areas, newly graded, no grass cover",null,400]
[null,null,null,null,null,null,null,null,"Pasture",null,200]
[null,null,null,null,null,null,null,null,"Woods",null,200]
[null,"Basic data entered on this worksheet are used to compute the average PRF value for the contributing watershed.  The resultlng unit hydrograph is shown in the graph to the right.",null,null,null,null,null,null,"Row Crop",null,275]
[]
[]
[]
[]
[null,"Unshaded Cells are for User Input."]
[null,"Shaded Cells are for Calculated Values.                                                                     DO NOT TOUCH the shaded cells!"]

{"sheet":"Tc Calculator","index":10,"n_rows":138,"n_cols":23,"rows_kept":138,"cut":false,"hidden":false,"merged":[[125,2,126,2],[72,2,72,16],[73,2,73,16],[42,5,42,9],[37,1,37,2],[46,16,47,16],[64,2,69,16],[70,1,71,1],[70,2,71,16],[52,14,52,15],[54,5,54,8],[53,5,53,8],[46,5,47,8],[46,9,47,9],[46,10,47,10],[56,1,59,16],[60,1,61,1],[64,1,69,1],[39,5,40,9],[39,10,40,10],[43,5,44,10],[46,11,47,11],[62,1,63,1],[62,2,63,16],[60,2,61,16],[48,5,48,8],[49,5,49,8],[50,5,50,8],[39,13,39,14],[40,13,40,14],[41,13,41,14],[33,13,33,14],[35,5,35,6],[35,3,36,3],[51,5,51,8],[52,5,52,8],[41,5,41,9],[36,5,36,6],[34,5,34,6],[33,5,33,6],[46,14,47,15],[34,13,34,14],[35,13,35,14],[33,1,34,1],[33,3,34,3],[35,1,36,1],[20,1,21,2],[20,3,21,3],[38,13,38,18],[8,9,12,9],[15,1,17,3],[17,13,17,14],[15,5,15,6],[20,5,20,6],[18,13,18,14],[19,13,19,14],[16,5,16,6],[17,5,17,6],[8,1,8,2],[22,5,22,10],[14,1,14,3],[15,13,15,14],[16,13,16,14],[9,1,9,2],[9,13,9,14],[10,13,10,14],[8,5,12,6],[19,5,19,6],[26,13,26,18],[27,13,27,14],[28,13,28,14],[13,5,13,6],[14,5,14,6],[14,13,14,14],[18,5,18,6],[28,7,31,7],[23,5,24,11],[30,13,30,14],[29,13,29,14],[26,5,27,11],[28,11,31,11],[28,10,31,10],[28,5,31,6],[32,5,32,6],[32,13,32,14],[28,8,31,8],[28,9,31,9],[1,1,1,18],[6,1,6,3],[7,1,7,2],[7,13,7,18],[6,5,6,18],[7,5,7,9],[2,1,2,18],[4,1,4,18],[3,1,3,18],[7,10,7,11],[8,7,12,7],[8,8,12,8],[31,13,31,14],[11,1,11,2],[12,1,12,2],[13,13,13,14],[8,13,8,14],[11,13,11,14],[8,10,12,11],[12,13,12,14]]}
[]
[null,"Time of Concentration"]
[null,"If you are entering NEW DATA, clear any values from a previous application that are still in the unshaded cells."]
[null,"A calculated time result of #DIV/0! indicates division by zero slope or zero user input velocity and is not a problem with the spreadsheet. "]
[null,"Enter non-zero slope or user input velocity such as 0.00001 for ALL flow path segments.  For segments that do not exist, enter zero length."]
[]
[null,"Lag Time Equation 3",null,null,null,"Travel Time Method"]
[null,"Length (feet) =",null,1320,null,"Sheet Flow",null,null,null,null,"Excess Sheet Flow",null,null,"Channelized Flow - Open Channel5 6"]
[null,"Slope (%) =",null,0.5,null,"Surface =",null,"Short grass prairie","Natural Range","Dense underbrush","Short-grass pasture",null,null,"Base Width (ft) =",null,3,3,3,3]
[null,"Curve Number =",null,{"$f":"'WS & UH Data & Runoff Results'!E11","v":73.603523028512626},null,null,null,null,null,null,null,null,null,"Front Slope (Z hor:1 vert) =",null,2,2,2,2]
[null,null,"Watershed Retention S =",{"$f":"1000/D10-10","v":3.5863061828252256},null,null,null,null,null,null,null,null,null,"Back Slope (Z hor:1 vert) =",null,3,3,3,3]
[null,"Lag Time (min) =",null,{"$f":"60*((D8^0.8)*(D11+1)^0.7)/(1900*SQRT(D9))","v":40.68140313650072},null,null,null,null,null,null,null,null,null,"Channel Depth (ft) =",null,2,2,2,2]
[null,"Time of Concentration (min) =",null,{"$f":"1.67*D12","v":67.937943237956205},null,null,null,null,null,null,null,null,null,"Length (ft) =",null,1500,1500,0,0]
[null,null,null,null,null,"Length (ft) =",null,300,null,null,"Length (ft) 2 =",{"$f":"MAX(0,SUM(H14:J14)-SUM(H16:J16))","v":205.71909584179366},null,"Channel Bed Slope (%) =",null,0.25,0.25,0.25,0.25]
[null,"Unshaded Cells are for User Input.",null,null,null,"Limit (ft) =1",null,{"$f":"(100*SQRT(H18/100))/H17","v":94.28090415820634},{"$f":"(100*SQRT(I18/100))/I17","v":7.6923076923076927E-2},{"$f":"(100*SQRT(J18/100))/J17","v":1.2499999999999999E-2},"Slope (%) =",2,null,"Manning n-value =",null,3.5000000000000003E-2,3.5000000000000003E-2,3.5000000000000003E-2,3.5000000000000003E-2]
[null,"Shaded Cells are for Calculated Values.                                                                 DO NOT TOUCH the shaded cells!",null,null,null,"Corrected Length (ft) =",null,{"$f":"IF(H14>H15,H15,H14)","v":94.28090415820634},{"$f":"IF(I14>I15,I15,I14)","v":0},{"$f":"IF(J14>J15,J15,J14)","v":0},"Velocity constant =",{"$f":"VLOOKUP($K9,$F127:$G134,2,0)","v":6.9619999999999997},null,"Stream Flow (cfs) =",null,{"$f":"(1.49/P15)*P18*((P18/(P9+2*P12*SQRT(1+P10*P11)))^(2/3))*SQRT(P14/100)","v":37.986063267721406},{"$f":"(1.49/Q15)*Q18*((Q18/(Q9+2*Q12*SQRT(1+Q10*Q11)))^(2/3))*SQRT(Q14/100)","v":37.986063267721406},{"$f":"(1.49/R15)*R18*((R18/(R9+2*R12*SQRT(1+R10*R11)))^(2/3))*SQRT(R14/100)","v":37.986063267721406},{"$f":"(1.49/S15)*S18*((S18/(S9+2*S12*SQRT(1+S10*S11)))^(2/3))*SQRT(S14/100)","v":37.986063267721406}]
[null,null,null,null,null,"Manning's n-value =",null,{"$f":"VLOOKUP(H9,$B$128:$C$138,2,FALSE)","v":0.15},{"$f":"VLOOKUP(I9,$B$128:$C$138,2,FALSE)","v":0.13},{"$f":"VLOOKUP(J9,$B$128:$C$138,2,FALSE)","v":0.8},"Velocity (fps) =",{"$f":"L16*SQRT(L15/100)","v":0.98457548212414869},null,"Wetted Perimeter (ft) =",null,{"$f":"(SQRT(((P12^2)+((P12*P10)^2))))+(SQRT(((P12^2)+((P12*P11)^2))))+P9","v":13.79669127533634},{"$f":"(SQRT(((Q12^2)+((Q12*Q10)^2))))+(SQRT(((Q12^2)+((Q12*Q11)^2))))+Q9","v":13.79669127533634},{"$f":"(SQRT(((R12^2)+((R12*R10)^2))))+(SQRT(((R12^2)+((R12*R11)^2))))+R9","v":13.79669127533634},{"$f":"(SQRT(((S12^2)+((S12*S10)^2))))+(SQRT(((S12^2)+((S12*S11)^2))))+S9","v":13.79669127533634}]
[null,null,null,null,null,"Overland Slope (%) =",null,2,9.9999999999999995E-7,9.9999999999999995E-7,"Travel time (min) =",{"$f":"L14/L17/60","v":3.4823654047998085},null,"Cross-sectional Area (sq ft) =",null,{"$f":"((0.5*P12^2)*(P10+P11))+(P9*P12)","v":16},{"$f":"((0.5*Q12^2)*(Q10+Q11))+(Q9*Q12)","v":16},{"$f":"((0.5*R12^2)*(R10+R11))+(R9*R12)","v":16},{"$f":"((0.5*S12^2)*(S10+S11))+(S9*S12)","v":16}]
[null,null,null,null,null,"2-yr 24-hr P (inches) =",null,{"$f":"P2_24_2","v":3.76},{"$f":"H19","v":3.76},{"$f":"H19","v":3.76},null,null,null,"Velocity (fps) =",null,{"$f":"P16/P18","v":2.3741289542325879},{"$f":"Q16/Q18","v":2.3741289542325879},{"$f":"R16/R18","v":2.3741289542325879},{"$f":"S16/S18","v":2.3741289542325879}]
[null,null,null,null,null,"Travel time (min) =",null,{"$f":"(0.42/SQRT(H19))*(H17*H16/SQRT(H18/100))^0.8","v":8.6229400739338598},{"$f":"(0.42/SQRT(I19))*(I17*I16/SQRT(I18/100))^0.8","v":0},{"$f":"(0.42/SQRT(J19))*(J17*J16/SQRT(J18/100))^0.8","v":0},null,null,null,"Travel time (min) =",null,{"$f":"P13/P19/60","v":10.530177796547274},{"$f":"Q13/Q19/60","v":10.530177796547274},{"$f":"R13/R19/60","v":0},{"$f":"S13/S19/60","v":0}]
[null,"Sheet Flow Surface",null,"Manning's n",null,null,null,null,"Sum =",{"$f":"SUM(H20:J20)","v":8.6229400739338598},null,null,null,null,null,null,null,"Sum =",{"$f":"SUM(P20:S20)","v":21.060355593094549}]
[]
[null,"Smooth asphalt ",null,1.0999999999999999E-2,null,"Cells shaded with this color involve a Drop Down menu  Click on the light green shaded cells."]
[null,"Smooth concrete",null,1.2E-2,null,"Use Drop Down to select Sheet Flow Surface, Shallow Concentrated Flow Type and Storm Sewer Pipe Material.  Click on an appropriate cell and the Drop Down symbol will appear next to the upper right hand corner. "]
[null,"Fallow (no residue)",null,0.05]
[null,"Grass"]
[null,"Short grass prairie",null,0.15,null,"Shallow Concentrated Flow",null,null,null,null,null,null,null,"Channelized Flow - Storm Sewer"]
[null,"Dense grasses",null,0.24,null,null,null,null,null,null,null,null,null,"Pipe Material =",null,"CMP","PVC","Concrete","Steel"]
[null,"Bermuda grass",null,0.41,null,"Shallow Flow Type =",null,"Forest with heavy ground litter and hay meadows","Cultivated straight row crops","Short-grass pasture","Minimum cultivation, contour or strip-cropped, and woodlands","Pavement and small upland gullies",null,"Diameter (in) =",null,36,24,30,36]
[null,"Woods",null,null,null,null,null,null,null,null,null,null,null,"Length (ft) =",null,300,300,300,300]
[null,"Light underbrush",null,0.4,null,null,null,null,null,null,null,null,null,"Slope  (%) =",null,0.5,0.5,0.5,0.5]
[null,"Dense underbrush",null,0.8,null,null,null,null,null,null,null,null,null,"Manning n-value =",null,{"$f":"VLOOKUP(P28,$H$128:$I$133,2,FALSE)","v":2.4E-2},{"$f":"VLOOKUP(Q28,$H$128:$I$133,2,FALSE)","v":0.01},{"$f":"VLOOKUP(R28,$H$128:$I$133,2,FALSE)","v":1.2999999999999999E-2},{"$f":"VLOOKUP(S28,$H$128:$I$133,2,FALSE)","v":1.2999999999999999E-2}]
[null,"Agriculture",null,null,null,"Length (ft) = 2",null,300,250,130,120,0,null,"Pipe Flow (cfs) =",null,{"$f":"(1.486/P32)*3.14159*(((P29/12)^2)/4)*(((P29/12)/4)^(2/3))*SQRT(P31/100)","v":25.546540869098507},{"$f":"(1.486/Q32)*3.14159*(((Q29/12)^2)/4)*(((Q29/12)/4)^(2/3))*SQRT(Q31/100)","v":20.795370084144235},{"$f":"(1.486/R32)*3.14159*(((R29/12)^2)/4)*(((R29/12)/4)^(2/3))*SQRT(R31/100)","v":29.003472828548411},{"$f":"(1.486/S32)*3.14159*(((S29/12)^2)/4)*(((S29/12)/4)^(2/3))*SQRT(S31/100)","v":47.162844681412622}]
[null,"Cultivated Soil with Residue cover <=20%",null,0.06,null,"Slope (%) =",null,0.5,1,2,2,2,null,"Cross-sectional Area (sq ft) =",null,{"$f":"3.14159*(((P29/12)*2)/4)","v":4.7123849999999994},{"$f":"3.14159*(((Q29/12)*2)/4)","v":3.1415899999999999},{"$f":"3.14159*(((R29/12)*2)/4)","v":3.9269875000000001},{"$f":"3.14159*(((S29/12)*2)/4)","v":4.7123849999999994}]
[null,null,null,null,null,"Velocity constant =",null,{"$f":"VLOOKUP($H29,$F127:$G134,2,0)","v":2.516},{"$f":"VLOOKUP($I29,$F127:$G134,2,0)","v":8.7620000000000005},{"$f":"VLOOKUP($J29,$F127:$G134,2,0)","v":6.9619999999999997},{"$f":"VLOOKUP($K29,$F127:$G134,2,0)","v":5.032},{"$f":"VLOOKUP($L29,$F127:$G134,2,0)","v":20.327999999999999},null,"Velocity (fps) =",null,{"$f":"P33/P34","v":5.4211489233368049},{"$f":"Q33/Q34","v":6.61937747578272},{"$f":"R33/R34","v":7.3856799464088976},{"$f":"S33/S34","v":10.008274935391023}]
[null,"Cultivated Soil with Residue cover >=20%",null,0.17,null,"Velocity (fps) =",null,{"$f":"H35*SQRT(H34/100)","v":0.17790806614653534},{"$f":"I35*SQRT(I34/100)","v":0.87620000000000009},{"$f":"J35*SQRT(J34/100)","v":0.98457548212414869},{"$f":"K35*SQRT(K34/100)","v":0.71163226458614137},{"$f":"L35*SQRT(L34/100)","v":2.8748133295920275},null,"Travel time (min) =",null,{"$f":"P30/P35/60","v":0.92231371443720067},{"$f":"Q30/Q35/60","v":0.75535804058504252},{"$f":"R30/R35/60","v":0.67698573946886564},{"$f":"S30/S35/60","v":0.49958659532015043}]
[null,null,null,null,null,"Travel time (min) =",null,{"$f":"H33/H36/60","v":28.104403067827807},{"$f":"I33/I36/60","v":4.7553830936620249},{"$f":"J33/J36/60","v":2.2006100151836439},{"$f":"K33/K36/60","v":2.8104403067827803},{"$f":"L33/L36/60","v":0},null,null,null,null,null,"Sum =",{"$f":"SUM(P36:S36)","v":2.8542440898112593}]
[null,"Natural Range",null,0.13,null,null,null,null,null,null,"Sum =",{"$f":"SUM(H37:L37)","v":37.870836483456252}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Channelized Flow (Storm Sewer and/or Open Channel) - User Input Velocity"]
[null,null,null,null,null,"Method",null,null,null,null,"Time of Concentration",null,null,"Length (ft) =",null,0,300,300,300]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Velocity (fps) =",null,1.0000000000000001E-5,2,3,4,null,null,null," "]
[null,null,null,null,null,"Travel Time Method Time of Concentration (min) =",null,null,null,null,{"$f":"SUM(J21,L18,L38,S21,S37,S43)","v":79.307408311762401},null,null,"Travel time (min) =",null,{"$f":"P40/P41/60","v":0},{"$f":"Q40/Q41/60","v":2.5},{"$f":"R40/R41/60","v":1.6666666666666667},{"$f":"S40/S41/60","v":1.25}]
[null,null,null,null,null,"Lag Time Equation Time of Concentration (min) =",null,null,null,null,{"$f":"$D$13","v":67.937943237956205},null,null,null,null,null,null,"Sum =",{"$f":"SUM(P42:S42)","v":5.416666666666667}]
[null,null,null,null,null,"User enters preferred tc value on Watershed & UH Data & Runoff Results worksheet with a Drop Down Menu."]
[]
[]
[null,null,null,null,null,"Shallow Flow Types",null,null,null,"Depth (ft)","Manning's n","Velocity Constant",null,null,"Storm Sewer Material",null,"Manning's n"]
[]
[null,null,null,null,null,"Pavement and small upland gullies",null,null,null,0.2,2.5000000000000001E-2,20.327999999999999,null,null,"Aluminum",null,2.4E-2]
[null,null,null,null,null,"Grassed waterways",null,null,null,0.4,0.05,16.135000000000002,null,null,"CMP",null,2.4E-2]
[null,null,null,null,null,"Nearly bare and untilled (overland flow)",null,null,null,0.2,5.0999999999999997E-2,9.9649999999999999,null,null,"Concrete",null,1.2999999999999999E-2]
[null,null,null,null,null,"Cultivated straight row crops",null,null,null,0.2,5.8000000000000003E-2,8.7620000000000005,null,null,"PVC",null,0.01]
[null,null,null,null,null,"Short-grass pasture",null,null,null,0.2,7.2999999999999995E-2,6.9619999999999997,null,null,"Steel",null,1.2999999999999999E-2]
[null,null,null,null,null,"Minimum tillage cultivation, contour or strip-cropped, and woodlands",null,null,null,0.2,0.10100000000000001,5.032]
[null,null,null,null,null,"Forest with heavy ground litter and hay meadows",null,null,null,0.2,0.20200000000000001,2.516]
[]
[null,"Notes On Travel Time Method"]
[]
[]
[]
[null,1,"McCuen-Spiess equation calculates the maximum sheet flow length for surface and slope.  See Chapter 15 page 15-7 of the NRCS' National Engineering Handbook."]
[]
[null,2,"Guidance from the SC NRCS is to limit shallow concentrated flow to 1000 ft. except for areas of the sand hills with high infiltration sands without noticeable channels and in areas with rocky outcroppings or pavements that prevent the formation of channels. "]
[]
[null,3,"The SCS method for watershed lag was developed by Mockus in 1961. It spans a broad set of conditions ranging from heavily forested watersheds with steep channels and a high percent of runoff resulting from subsurface flow, to meadows providing a high retardance to surface runoff, to smooth land surfaces and large paved areas.  The watershed lag equation was developed using data from 24 watersheds ranging in size from 1.3 acres to 9.2 square miles, with the majority of the watersheds being less than 2,000 acres (Mockus 1961). Folmar and Miller (2000) revisited the development of this equation using additional watershed data and found a reasonable upper limit may be as much as 19 square miles.  See Chapter 15 pages 15-5 to 15-6 of the NRCS' National Engineering Handbook. "]
[]
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[]
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[]
[null,4,"For additional questions, see Chapter 15 of the NRCS' National Engineering Handbook (https://www.wcc.nrcs.usda.gov/ftpref/wntsc/H&H/NEHhydrology/ch15.pdf)."]
[]
[null,5,"For roadside ditches use guidance in HEC-15.  If HEC-15 does not apply, use the traditional guidance for using the Manning's Equation."]
[null,6,"For ditches with variable channel slopes, side slopes, base width, depth, and Manning's n values, use the average n-value for each varable."]
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[null,"Sheet Flow Surface","Manning's n"]
[null,null,null,null,null,"Shallow Flow Types","Velocity Constant","Storm Sewer Material","Manning's n"]
[null,"Smooth asphalt ",1.0999999999999999E-2,null,null,"Pavement and small upland gullies",20.327999999999999,"Aluminum",2.4E-2]
[null,"Smooth concrete",1.2E-2,null,null,"Grassed waterways",16.135000000000002,"CMP",2.4E-2]
[null,"Fallow (no residue)",0.05,null,null,"Nearly bare and untilled (overland flow)",9.9649999999999999,"Concrete",1.2999999999999999E-2]
[null,"Short grass prairie",0.15,null,null,"Cultivated straight row crops",8.7620000000000005,"Corrugated HDPE",0.02]
[null,"Dense grasses",0.24,null,null,"Short-grass pasture",6.9619999999999997,"PVC",0.01]
[null,"Bermuda grass",0.41,null,null,"Minimum cultivation, contour or strip-cropped, and woodlands",5.032,"Steel",1.2999999999999999E-2]
[null,"Light underbrush",0.4,null,null,"Forest with heavy ground litter and hay meadows",2.516]
[null,"Dense underbrush",0.8]
[null,"Cultivated Soil with Residue cover <=20%",0.06]
[null,"Cultivated Soil with Residue cover >=20%",0.17]
[null,"Natural Range",0.13]

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[]
[null,"10 Year Design Rainfall",null,null,null,null,null,null,"25 Year Design Rainfall",null,null,null,null,null,null,"50 Year Design Rainfall",null,null,null,null,null,null,"100 Year Design Rainfall"]
[null,"McCuen latest version",null,null,"Merkel version",null,null,null,"McCuen latest version",null,null,"Merkel version",null,null,null,"McCuen latest version",null,null,"Merkel version",null,null,null,"McCuen latest version",null,null,"Merkel version"]
[null,null,"D-hr WS CN ",null,null,"D-hr WS CN ",null,null,null,"D-hr WS CN ",null,null,"D-hr WS CN ",null,null,null,"D-hr WS CN ",null,null,"D-hr WS CN ",null,null,null,"D-hr WS CN ",null,null,"D-hr WS CN "]
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[null,null,null,null,null,"12 Hour",null,null,null,null,null,null,"12 Hour",null,null,null,null,null,null,"12 Hour",null,null,null,null,null,null,"12 Hour"]
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[null,null,null,null,"12-hr CN =",{"$f":"IF(1000 / (10 + 5*F59 + 10*F65 - 10*(F65^2 + 1.25*F59*F65)^0.5)>0,1000 / (10 + 5*F59 + 10*F65 - 10*(F65^2 + 1.25*F59*F65)^0.5),0)","v":84.79481163112311},null,null,null,null,null,"12-hr CN =",{"$f":"IF(1000 / (10 + 5*M59 + 10*M65 - 10*(M65^2 + 1.25*M59*M65)^0.5)>0,1000 / (10 + 5*M59 + 10*M65 - 10*(M65^2 + 1.25*M59*M65)^0.5),0)","v":84.201169894641666},null,null,null,null,null,"12-hr CN =",{"$f":"IF(1000 / (10 + 5*T59 + 10*T65 - 10*(T65^2 + 1.25*T59*T65)^0.5)>0,1000 / (10 + 5*T59 + 10*T65 - 10*(T65^2 + 1.25*T59*T65)^0.5),0)","v":83.788393288870452},null,null,null,null,null,"12-hr CN =",{"$f":"IF(1000 / (10 + 5*AA59 + 10*AA65 - 10*(AA65^2 + 1.25*AA59*AA65)^0.5)>0,1000 / (10 + 5*AA59 + 10*AA65 - 10*(AA65^2 + 1.25*AA59*AA65)^0.5),0)","v":83.431660622526337}]
[null,null,null,null,"12-hr S =",{"$f":"1000/F66-10","v":1.7931743789965537},null,null,null,null,null,"12-hr S =",{"$f":"1000/M66-10","v":1.8763195481876238},null,null,null,null,null,"12-hr S =",{"$f":"1000/T66-10","v":1.9348272564719196},null,null,null,null,null,"12-hr S =",{"$f":"1000/AA66-10","v":1.9858575574127144}]
[null,null,null,null,"12-hr Ia =",{"$f":"0.2*F67","v":0.35863487579931075},null,null,null,null,null,"12-hr Ia =",{"$f":"0.2*M67","v":0.37526390963752476},null,null,null,null,null,"12-hr Ia =",{"$f":"0.2*T67","v":0.38696545129438392},null,null,null,null,null,"12-hr Ia =",{"$f":"0.2*AA67","v":0.39717151148254293}]
[null,null,null,null,"12-hr QCN =",{"$f":"((F59-F68)^2)/(F59+0.8*F67)","v":3.1456022689116261},null,null,null,null,null,"12-hr QCN =",{"$f":"((M59-M68)^2)/(M59+0.8*M67)","v":4.0679899469074634},null,null,null,null,null,"12-hr QCN =",{"$f":"((T59-T68)^2)/(T59+0.8*T67)","v":4.9834520642257134},null,null,null,null,null,"12-hr QCN =",{"$f":"((AA59-AA68)^2)/(AA59+0.8*AA67)","v":5.9325848758852917}]
[null,null,null,null,null,"24 Hour",null,null,null,null,null,null,"24 Hour",null,null,null,null,null,null,"24 Hour",null,null,null,null,null,null,"24 Hour"]
[null,null,null,null,"24--hr P =",{"$f":"P10_24","v":5.74},null,null,null,null,null,"24--hr P =",{"$f":"P25_24","v":7.04},null,null,null,null,null,"24--hr P =",{"$f":"P50_24","v":8.1199999999999992},null,null,null,null,null,"24--hr P =",{"$f":"P100_24","v":9.2899999999999991}]
[null,null,null,null,"24-hr QCN =",{"$f":"((F71-F$9)^2)/(F71+0.8*F$8)","v":2.9864507186596079},null,null,null,null,null,"24-hr QCN =",{"$f":"((M71-M$9)^2)/(M71+0.8*M$8)","v":4.0343974305748702},null,null,null,null,null,"24-hr QCN =",{"$f":"((T71-T$9)^2)/(T71+0.8*T$8)","v":4.9423981150127316},null,null,null,null,null,"24-hr QCN =",{"$f":"((AA71-AA$9)^2)/(AA71+0.8*AA$8)","v":5.9548428668140465}]
[null,null,null,null,"P-Ia-QCN =",{"$f":"F71-F$9-F72","v":2.0582105148418286},null,null,null,null,null,"P-Ia-QCN =",{"$f":"M71-M$9-M72","v":2.2883413328600843},null,null,null,null,null,"P-Ia-QCN =",{"$f":"T71-T$9-T72","v":2.4462118036819378},null,null,null,null,null,"P-Ia-QCN =",{"$f":"AA71-AA$9-AA72","v":2.5913523494777868}]
[null,null,null,null,"24-hr Infiltration Rate (in/hr) =",{"$f":"F73/24","v":8.5758771451742863E-2},null,null,null,null,null,"24-hr Infiltration Rate (in/hr) =",{"$f":"M73/24","v":9.5347555535836848E-2},null,null,null,null,null,"24-hr Infiltration Rate (in/hr) =",{"$f":"T73/24","v":0.10192549182008075},null,null,null,null,null,"24-hr Infiltration Rate (in/hr) =",{"$f":"AA73/24","v":0.10797301456157445}]
[null,null,null,null,"24-hr Infiltration (inches) =",{"$f":"24*F74","v":2.0582105148418286},null,null,null,null,null,"24-hr Infiltration (inches) =",{"$f":"24*M74","v":2.2883413328600843},null,null,null,null,null,"24-hr Infiltration (inches) =",{"$f":"24*T74","v":2.4462118036819378},null,null,null,null,null,"24-hr Infiltration (inches) =",{"$f":"24*AA74","v":2.5913523494777868}]
[null,null,null,null,"24-hr Infiltration plus Ia =",{"$f":"F75+F$9","v":2.7535492813403923},null,null,null,null,null,"24-hr Infiltration plus Ia =",{"$f":"M75+M$9","v":3.0056025694251294},null,null,null,null,null,"24-hr Infiltration plus Ia =",{"$f":"T75+T$9","v":3.1776018849872671},null,null,null,null,null,"24-hr Infiltration plus Ia =",{"$f":"AA75+AA$9","v":3.3351571331859522}]
[null,null,null,null,"24-hr Runoff (inches) =",{"$f":"F71-F76","v":2.9864507186596079},null,null,null,null,null,"24-hr Runoff (inches) =",{"$f":"M71-M76","v":4.0343974305748702},null,null,null,null,null,"24-hr Runoff (inches) =",{"$f":"T71-T76","v":4.9423981150127325},null,null,null,null,null,"24-hr Runoff (inches) =",{"$f":"AA71-AA76","v":5.9548428668140474}]
[null,null,null,null,"24-hr CN =",{"$f":"IF(1000 / (10 + 5*F71 + 10*F77 - 10*(F77^2 + 1.25*F71*F77)^0.5)>0,1000 / (10 + 5*F71 + 10*F77 - 10*(F77^2 + 1.25*F71*F77)^0.5),0)","v":74.202175431852766},null,null,null,null,null,"24-hr CN =",{"$f":"IF(1000 / (10 + 5*M71 + 10*M77 - 10*(M77^2 + 1.25*M71*M77)^0.5)>0,1000 / (10 + 5*M71 + 10*M77 - 10*(M77^2 + 1.25*M71*M77)^0.5),0)","v":73.603523028512626},null,null,null,null,null,"24-hr CN =",{"$f":"IF(1000 / (10 + 5*T71 + 10*T77 - 10*(T77^2 + 1.25*T71*T77)^0.5)>0,1000 / (10 + 5*T71 + 10*T77 - 10*(T77^2 + 1.25*T71*T77)^0.5),0)","v":73.22278914640421},null,null,null,null,null,"24-hr CN =",{"$f":"IF(1000 / (10 + 5*AA71 + 10*AA77 - 10*(AA77^2 + 1.25*AA71*AA77)^0.5)>0,1000 / (10 + 5*AA71 + 10*AA77 - 10*(AA77^2 + 1.25*AA71*AA77)^0.5),0)","v":72.891483092214202}]
[null,null,null,null,"24-hr S =",{"$f":"1000/F78-10","v":3.4766938324928152},null,null,null,null,null,"24-hr S =",{"$f":"1000/M78-10","v":3.5863061828252256},null,null,null,null,null,"24-hr S =",{"$f":"1000/T78-10","v":3.6569504065266472},null,null,null,null,null,"24-hr S =",{"$f":"1000/AA78-10","v":3.7190239185408149}]
[null,null,null,null,"24-hr Ia =",{"$f":"0.2*F79","v":0.69533876649856308},null,null,null,null,null,"24-hr Ia =",{"$f":"0.2*M79","v":0.71726123656504515},null,null,null,null,null,"24-hr Ia =",{"$f":"0.2*T79","v":0.73139008130532945},null,null,null,null,null,"24-hr Ia =",{"$f":"0.2*AA79","v":0.74380478370816305}]
[null,null,null,null,"24-hr QCN =",{"$f":"((F71-F80)^2)/(F71+0.8*F79)","v":2.9864507186596096},null,null,null,null,null,"24-hr QCN =",{"$f":"((M71-M80)^2)/(M71+0.8*M79)","v":4.0343974305748702},null,null,null,null,null,"24-hr QCN =",{"$f":"((T71-T80)^2)/(T71+0.8*T79)","v":4.9423981150127316},null,null,null,null,null,"24-hr QCN =",{"$f":"((AA71-AA80)^2)/(AA71+0.8*AA79)","v":5.9548428668140554}]
[]
[null,null,"10 Yr Storm","McCuen","Merkel","Selected","S","Ia",null,"25 Yr Storm","McCuen","Merkel","Selected","S","Ia",null,"50 Yr Storm","McCuen","Merkel","Selected","S","Ia",null,"100 Yr Storm","McCuen","Merkel","Selected","S","Ia"]
[null,null,"1 hr ",{"$f":"C17","v":90.420964287186251},{"$f":"F18","v":92.798942146307255},{"$f":"IF('WS & UH Data & Runoff Results'!$M$6=1,D84,E84)","v":92.798942146307255},{"$f":"1000/F84-10","v":0.77598490749382876},{"$f":"0.2*(1000/F84-10)","v":0.15519698149876576},null,"1 hr ",{"$f":"J17","v":90.420964287186251},{"$f":"M18","v":92.728350485461149},{"$f":"IF('WS & UH Data & Runoff Results'!$M$6=1,K84,L84)","v":92.728350485461149},{"$f":"1000/M84-10","v":0.78418838213659114},{"$f":"0.2*(1000/M84-10)","v":0.15683767642731825},null,"1 hr ",{"$f":"Q17","v":90.420964287186251},{"$f":"T18","v":92.691267285697748},{"$f":"IF('WS & UH Data & Runoff Results'!$M$6=1,R84,S84)","v":92.691267285697748},{"$f":"1000/T84-10","v":0.788502836170629},{"$f":"0.2*(1000/T84-10)","v":0.15770056723412582},null,"1 hr ",{"$f":"X17","v":90.420964287186251},{"$f":"AA18","v":92.646932459551778},{"$f":"IF('WS & UH Data & Runoff Results'!$M$6=1,Y84,Z84)","v":92.646932459551778},{"$f":"1000/AA84-10","v":0.7936655154404022},{"$f":"0.2*(1000/AA84-10)","v":0.15873310308808045}]
[null,null,"2 hr ",{"$f":"C25","v":89.988618722294703},{"$f":"F30","v":92.35096484394515},{"$f":"IF('WS & UH Data & Runoff Results'!$M$6=1,D85,E85)","v":92.35096484394515},{"$f":"1000/F85-10","v":0.82825720001736869},0.16565144000347376,null,"2 hr ",{"$f":"J25","v":89.988618722294703},{"$f":"M30","v":92.204767108954471},{"$f":"IF('WS & UH Data & Runoff Results'!$M$6=1,K85,L85)","v":92.204767108954471},{"$f":"1000/M85-10","v":0.84542623287950391},0.16908524657590079,null,"2 hr ",{"$f":"Q25","v":89.988618722294703},{"$f":"T30","v":92.108420939769658},{"$f":"IF('WS & UH Data & Runoff Results'!$M$6=1,R85,S85)","v":92.108420939769658},{"$f":"1000/T85-10","v":0.85677063831011679},0.17135412766202338,null,"2 hr ",{"$f":"X25","v":89.988618722294703},{"$f":"AA30","v":92.014074146330941},{"$f":"IF('WS & UH Data & Runoff Results'!$M$6=1,Y85,Z85)","v":92.014074146330941},{"$f":"1000/AA85-10","v":0.86790264725904365},0.17358052945180874]
[null,null,"3 hr ",{"$f":"C33","v":89.550587672898118},{"$f":"F42","v":91.725366869503645},{"$f":"IF('WS & UH Data & Runoff Results'!$M$6=1,D86,E86)","v":91.725366869503645},0.90210957043851892,0.18042191408770381,null,"3 hr ",{"$f":"J33","v":89.550587672898118},{"$f":"M42","v":91.519268671196301},{"$f":"IF('WS & UH Data & Runoff Results'!$M$6=1,K86,L86)","v":91.519268671196301},0.92666074062202597,0.18533214812440521,null,"3 hr ",{"$f":"Q33","v":89.550587672898118},{"$f":"T42","v":91.377062770618579},{"$f":"IF('WS & UH Data & Runoff Results'!$M$6=1,R86,S86)","v":91.377062770618579},0.94366539785015391,0.1887330795700308,null,"3 hr ",{"$f":"X33","v":89.550587672898118},{"$f":"AA42","v":91.243176280081997},{"$f":"IF('WS & UH Data & Runoff Results'!$M$6=1,Y86,Z86)","v":91.243176280081997},0.95972368312101253,0.19194473662420253]
[null,null,"6 hr ",{"$f":"C41","v":88.197305442470054},{"$f":"F54","v":89.598712486266777},{"$f":"IF('WS & UH Data & Runoff Results'!$M$6=1,D87,E87)","v":89.598712486266777},1.1608746627165516,0.23217493254331034,null,"6 hr ",{"$f":"J41","v":88.197305442470054},{"$f":"M54","v":89.226333042756536},{"$f":"IF('WS & UH Data & Runoff Results'!$M$6=1,K87,L87)","v":89.226333042756536},1.2074537403751435,0.24149074807502871,null,"6 hr ",{"$f":"Q41","v":88.197305442470054},{"$f":"T54","v":88.963094329199436},{"$f":"IF('WS & UH Data & Runoff Results'!$M$6=1,R87,S87)","v":88.963094329199436},1.2406162076556768,0.24812324153113538,null,"6 hr ",{"$f":"X41","v":88.197305442470054},{"$f":"AA54","v":88.729191044207255},{"$f":"IF('WS & UH Data & Runoff Results'!$M$6=1,Y87,Z87)","v":88.729191044207255},1.2702481362844082,0.25404962725688168]
[null,null,"12 hr ",{"$f":"C49","v":85.246891107791001},{"$f":"F66","v":84.79481163112311},{"$f":"IF('WS & UH Data & Runoff Results'!$M$6=1,D88,E88)","v":84.79481163112311},1.7931743789965537,0.35863487579931075,null,"12 hr ",{"$f":"J49","v":85.246891107791001},{"$f":"M66","v":84.201169894641666},{"$f":"IF('WS & UH Data & Runoff Results'!$M$6=1,K88,L88)","v":84.201169894641666},1.8763195481876238,0.37526390963752476,null,"12 hr ",{"$f":"Q49","v":85.246891107791001},{"$f":"T66","v":83.788393288870452},{"$f":"IF('WS & UH Data & Runoff Results'!$M$6=1,R88,S88)","v":83.788393288870452},1.9348272564719196,0.38696545129438392,null,"12 hr ",{"$f":"X49","v":85.246891107791001},{"$f":"AA66","v":83.431660622526337},{"$f":"IF('WS & UH Data & Runoff Results'!$M$6=1,Y88,Z88)","v":83.431660622526337},1.9858575574127144,0.39717151148254293]
[null,null,"24 hr ",{"$f":"C57","v":74.202175431852737},{"$f":"F78","v":74.202175431852766},{"$f":"IF('WS & UH Data & Runoff Results'!$M$6=1,D89,E89)","v":74.202175431852766},3.4766938324928152,0.69533876649856308,null,"24 hr ",{"$f":"J57","v":74.202175431852737},{"$f":"M78","v":73.603523028512626},{"$f":"IF('WS & UH Data & Runoff Results'!$M$6=1,K89,L89)","v":73.603523028512626},3.5863061828252256,0.71726123656504515,null,"24 hr ",{"$f":"Q57","v":74.202175431852737},{"$f":"T78","v":73.22278914640421},{"$f":"IF('WS & UH Data & Runoff Results'!$M$6=1,R89,S89)","v":73.22278914640421},3.6569504065266472,0.73139008130532945,null,"24 hr ",{"$f":"X57","v":74.202175431852737},{"$f":"AA78","v":72.891483092214202},{"$f":"IF('WS & UH Data & Runoff Results'!$M$6=1,Y89,Z89)","v":72.891483092214202},3.7190239185408149,0.74380478370816305]
[]
[]
[null,null,"Design Storm","Curve Number"]
[]
[null,null,"1 hr ",{"$f":"IF(DS_RP=10,F84,IF(DS_RP=25,M84,IF(DS_RP=50,T84,IF(DS_RP=100,AA84))))","v":92.728350485461149}]
[null,null,"2 hr ",92.204767108954471]
[null,null,"3 hr ",91.519268671196301]
[null,null,"6 hr ",89.226333042756536]
[null,null,"12 hr ",84.201169894641666]
[null,null,"24 hr ",73.603523028512626]
[]
[]
[]
[null,null,"S_24  =",{"$f":"1000/D99-10","v":3.5863061828252256}]

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[]
[null,null,"Summary Watershed and Unit Hydrograph Data",null,null,null,null,null,null,null,"Drop Down boxes to select CN, CN Modification Method, and Tc"]
[null,null,"Watershed Data",null,null,"Unit Hydrograph Data",null,null,null,null,"Select Standard CN Value",null,2,null,1,"Area Weighted CN"]
[null,null,"Area (acres) =",null,{"$f":"Area","v":100},"Burst Duration (min) =",null,6,null,null,"Click Yellow Box",null,null,null,2,"Runoff Weighted CN"]
[null,null,"Tc (minutes) =",null,{"$f":"IF($M$9=1,'Tc Calculator'!$K$42,'Tc Calculator'!$K$43)","v":79.307408311762401},"PRF =",null,{"$f":"'PRF Calculator'!PRF","v":375}]
[null,null,"Area Weighted (Standard) CN =",null,{"$f":"'Area Weighted CN Calculator'!G23","v":73},"G-fn n =",null,{"$f":"'PRF Calculator'!Gamma_n","v":3.2954545454545454},null,null,"Select CN Modification Method",null,2,null,1,"McCuen"]
[null,null,"10-yr Runoff Weighted CN =",null,{"$f":"'Runoff Weighted CN Calculator'!G$24","v":74.202175431852737},"Lag time (min) =",null,{"$f":"0.6*TC","v":47.584444987057438},null,null,"Click Yellow Box",null,null,null,2,"Merkel"]
[null,null,"25-yr Runoff Weighted CN =",null,{"$f":"'Runoff Weighted CN Calculator'!H$24","v":73.603523028512626},"Adjusted Tc (min)  =",null,{"$f":"BDur*(INT((TC+BDur/2)/BDur))","v":78}]
[null,null,"50-yr Runoff Weighted CN =",null,{"$f":"'Runoff Weighted CN Calculator'!I$24","v":73.22278914640421},"UH_Tp =",null,{"$f":"BDur*(INT((0.6*AdjTC+BDur)/BDur))","v":48},null,null,"Select Time of Concentration",null,1,null,1,"Travel Time Method"]
[null,null,"100-yr Runoff Weighted CN =",null,{"$f":"'Runoff Weighted CN Calculator'!J$24","v":72.891483092214131},"UH_Qp =",null,{"$f":"('PRF Calculator'!PRF*Area*60)/(UH_Tp*640)","v":73.2421875},null,null,"Click Yellow Box",null,null,null,2,"Lag Time Equation"]
[null,null,"CN Selected for Pond Design =",null,{"$f":"IF(M3=1,E6,MAX('Runoff Weighted CN Calculator'!G27:J27))","v":73.603523028512626}]
[]
[]
[null,null,null,null,null,null,"For the Following Tables"]
[null,null,"Design Rainfall Distribution  =",null,null,null,{"$f":"IF(RainPat=2,'Rainfall Data Curves'!$B$3,IF(RainPat=3,'Rainfall Data Curves'!$C$3,IF(RainPat=4,'Rainfall Data Curves'!$D$3,IF(RainPat=5,'Rainfall Data Curves'!$E$3,IF(RainPat=6,'Rainfall Data Curves'!$F$3,IF(RainPat=7,'Rainfall Data Curves'!$G$3,))))))","v":"NOAA B"},null,null,null,"Curve Number Adjustment Method  =",null,null,null,{"$f":"IF($M$6=1,\"McCuen\",\"Merkel\")","v":"Merkel"}]
[null,null,"In each table, the D-hr design storm duration with the maximum runoff volume is flagged with a Blue Arrow in the left side column  and the duration with maximum peak runoff is flagged with a Red Arrow in the right side column.  These are Critical Durations."]
[]
[]
[]
[null,null,"D-Hour Rainfall Data, Runoff Depths, and Peak Runoff Rates"]
[null,null,"The following cells report runoff data for storms with Annual Exceedance Probabilities of 10, 4, 2 and 1 percent."]
[null,null,"Annual Exceedance Probablity (AEP) =",null,null,null,10,"%",null,null,"Annual Exceedance Probablity (AEP) =",null,null,null,4,"%"]
[null,null,"Design Storm Return Period  =",null,null,null,10,"Years",null,null,"Design Storm Return Period  =",null,null,null,{"$f":"100/O22","v":25},"Years"]
[null,null,"Runoff Results for 10 Year D-Hour Rainfall Events",null,null,null,null,null,null,null,"Runoff Results for 25 Year D-Hour Rainfall Events"]
[null,null,"Storm Duration      (hrs)","Rainfall Depth              (in)","CN Adjusted for Rainfall Duration <24-hr","Runoff Volume QCN       (WS-in)","Peak Runoff Qp         (cfs)"," Time of Peak Runoff (min)",null,null,"Storm Duration  (hrs)","Rainfall Depth              (in)","CN Adjusted for Rainfall Duration      <24-hr","Runoff Volume QCN       (WS-in)","Peak Runoff Qp         (cfs)"," Time of Peak Runoff (min)"]
[]
[]
[null,{"$f":"IF(F28=MAX(F$28:F$33),\"=>\",\"  \")","v":"  "},1,{"$f":"P10_1","v":2.66},{"$f":"'Adjust CN when D<24-hr'!$F84","v":92.798942146307255},{"$f":"'P(t) Distribution 10yr'!$AV$15","v":1.9123571236595487},{"$f":"MAX(Q10_1!$P$5:$P$105)","v":132.39716855724436},{"$f":"'D-Hour Runoff Ordinates'!C4","v":84},{"$f":"IF(G28=MAX(G$28:G$33),\"<=\",\"  \")","v":"  "},{"$f":"IF(N28=MAX(N$28:N$33),\"=>\",\"  \")","v":"  "},1,{"$f":"P25_1","v":3.13},{"$f":"'Adjust CN when D<24-hr'!M84","v":92.728350485461149},{"$f":"'P(t) Distribution 25yr'!$AV$15","v":2.352640169809074},{"$f":"MAX(Q25_1!$P$5:$P$105)","v":162.5447309533146},{"$f":"'D-Hour Runoff Ordinates'!Q4","v":84},{"$f":"IF(O28=MAX(O$28:O$33),\"<=\",\"  \")","v":"  "}]
[null,"  ",2,{"$f":"P10_2","v":3.22},{"$f":"'Adjust CN when D<24-hr'!$F85","v":92.35096484394515},{"$f":"'P(t) Distribution 10yr'!$AO$25","v":2.4027793967728179},{"$f":"MAX(Q10_2!$Z$5:$Z$105)","v":148.58402149527697},{"$f":"'D-Hour Runoff Ordinates'!E4","v":114},"<=","  ",2,{"$f":"P25_2","v":3.85},{"$f":"'Adjust CN when D<24-hr'!M85","v":92.204767108954471},{"$f":"'P(t) Distribution 25yr'!$AO$25","v":2.9933965344135456},{"$f":"MAX(Q25_2!$Z$5:$Z$105)","v":184.78738103367047},{"$f":"'D-Hour Runoff Ordinates'!S4","v":114},"  "]
[null,"  ",3,{"$f":"P10_3","v":3.45},{"$f":"'Adjust CN when D<24-hr'!$F86","v":91.725366869503645},{"$f":"'P(t) Distribution 10yr'!$AG$35","v":2.5625458424730478},{"$f":"MAX(Q10_3!$AJ$5:$AJ$105)","v":145.90342644623243},{"$f":"'D-Hour Runoff Ordinates'!G4","v":144},"  ","  ",3,{"$f":"P25_3","v":4.17},{"$f":"'Adjust CN when D<24-hr'!M86","v":91.519268671196301},{"$f":"'P(t) Distribution 25yr'!$AG$35","v":3.2328478110841368},{"$f":"MAX(Q25_3!$AJ$5:$AJ$105)","v":183.75190140115271},{"$f":"'D-Hour Runoff Ordinates'!U4","v":144},"  "]
[null,"  ",6,{"$f":"P10_6","v":4.07},{"$f":"'Adjust CN when D<24-hr'!$F87","v":89.598712486266777},{"$f":"'P(t) Distribution 10yr'!$X$65","v":2.9465465107840125},{"$f":"MAX(Q10_6!$BN$5:$BN$353)","v":147.45902752154061},{"$f":"'D-Hour Runoff Ordinates'!I4","v":234},"  ","  ",6,{"$f":"P25_6","v":4.9400000000000004},{"$f":"'Adjust CN when D<24-hr'!M87","v":89.226333042756536},{"$f":"'P(t) Distribution 25yr'!$X$65","v":3.7379152594091898},{"$f":"MAX(Q25_6!$BN$5:$BN$353)","v":186.62649364976892},{"$f":"'D-Hour Runoff Ordinates'!W4","v":234},"<="]
[null,"=>",12,{"$f":"P10_12","v":4.78},{"$f":"'Adjust CN when D<24-hr'!$F88","v":84.79481163112311},{"$f":"'P(t) Distribution 10yr'!$O$125","v":3.1456022689116261},{"$f":"MAX(Q10_12!$DV$5:$DV$353)","v":139.18285265664912},{"$f":"'D-Hour Runoff Ordinates'!K4","v":414},"  ","=>",12,{"$f":"P25_12","v":5.84},{"$f":"'Adjust CN when D<24-hr'!M88","v":84.201169894641666},{"$f":"'P(t) Distribution 25yr'!$O$125","v":4.0679899469074634},{"$f":"MAX(Q25_12!$DV$5:$DV$353)","v":179.73296343577169},{"$f":"'D-Hour Runoff Ordinates'!Y4","v":414},"  "]
[null,"  ",24,{"$f":"P10_24","v":5.74},{"$f":"'Adjust CN when D<24-hr'!$F89","v":74.202175431852766},{"$f":"'P(t) Distribution 10yr'!$F$245","v":2.9864507186596096},{"$f":"MAX(Q10_24!$IL$4:$IL$352)","v":115.7079487954411},{"$f":"'D-Hour Runoff Ordinates'!M4","v":774},"  ","  ",24,{"$f":"P25_24","v":7.04},{"$f":"'Adjust CN when D<24-hr'!M89","v":73.603523028512626},{"$f":"'P(t) Distribution 25yr'!$F$245","v":4.0343974305748702},{"$f":"MAX(Q25_24!$IL$4:$IL$352)","v":157.2134965940555},{"$f":"'D-Hour Runoff Ordinates'!AA4","v":774},"  "]
[]
[null,null,"Annual Exceedance Probablity (AEP) =",null,null,null,2,"%",null,null,"Annual Exceedance Probablity (AEP) =",null,null,null,1,"%"]
[null,null,"Design Storm Return Period  =",null,null,null,{"$f":"100/G35","v":50},"Years",null,null,"Design Storm Return Period  =",null,null,null,{"$f":"100/O35","v":100},"Years"]
[null,null,"Runoff Results for 50 Year D-Hour Rainfall Events",null,null,null,null,null,null,null,"Runoff Results for 100 Year D-Hour Rainfall Events"]
[null,null,"Storm Duration        (hrs)","Rainfall         Depth                (in)","CN Adjusted for Rainfall Duration          <24-hr","Runoff Volume QCN       (WS-in)","Peak Runoff Qp         (cfs)"," Time of Peak Runoff (min)",null,null,"Storm Duration  (hrs)","Rainfall Depth              (in)","CN Adjusted for Rainfall Duration      <24-hr","Runoff Volume QCN       (WS-in)","Peak Runoff Qp         (cfs)"," Time of Peak Runoff (min)"]
[]
[]
[null,{"$f":"IF(F41=MAX(F$41:F$46),\"=>\",\"  \")","v":"  "},1,{"$f":"P50_1","v":3.56},{"$f":"'Adjust CN when D<24-hr'!T84","v":92.691267285697748},{"$f":"'P(t) Distribution 50yr'!$AV$15","v":2.7621540429146836},{"$f":"MAX(Q50_1!$P$5:$P$105)","v":190.51781003144529},{"$f":"'D-Hour Runoff Ordinates'!AE4","v":84},{"$f":"IF(G41=MAX(G$41:G$46),\"<=\",\"  \")","v":"  "},{"$f":"IF(N41=MAX(N$41:N$46),\"=>\",\"  \")","v":"  "},1,{"$f":"P100_1","v":3.98},{"$f":"'Adjust CN when D<24-hr'!AA84","v":92.646932459551778},{"$f":"'P(t) Distribution 100yr'!$AV$15","v":3.1640941605885584},{"$f":"MAX(Q100_1!$P$5:$P$245)","v":217.92571071213129},{"$f":"'D-Hour Runoff Ordinates'!AS4","v":84},{"$f":"IF(O41=MAX(O$41:O$46),\"<=\",\"  \")","v":"  "}]
[null,"  ",2,{"$f":"P50_2","v":4.43},{"$f":"'Adjust CN when D<24-hr'!T85","v":92.108420939769658},{"$f":"'P(t) Distribution 50yr'!$AO$25","v":3.5453739941273228},{"$f":"MAX(Q50_2!$Z$5:$Z$105)","v":218.49938984061569},{"$f":"'D-Hour Runoff Ordinates'!AG4","v":114},"  ","  ",2,{"$f":"P100_2","v":5},{"$f":"'Adjust CN when D<24-hr'!AA85","v":92.014074146330941},{"$f":"'P(t) Distribution 100yr'!$AO$25","v":4.0907985926614288},{"$f":"MAX(Q100_2!$Z$5:$Z$245)","v":251.72106427566121},{"$f":"'D-Hour Runoff Ordinates'!AU4","v":114},"  "]
[null,"  ",3,{"$f":"P50_3","v":4.8499999999999996},{"$f":"'Adjust CN when D<24-hr'!T86","v":91.377062770618579},{"$f":"'P(t) Distribution 50yr'!$AG$35","v":3.8764802266446918},{"$f":"MAX(Q50_3!$AJ$5:$AJ$105)","v":219.91635861131641},{"$f":"'D-Hour Runoff Ordinates'!AI4","v":144},"  ","  ",3,{"$f":"P100_3","v":5.54},{"$f":"'Adjust CN when D<24-hr'!AA86","v":91.243176280081997},{"$f":"'P(t) Distribution 100yr'!$AG$35","v":4.5343527956074405},{"$f":"MAX(Q100_3!$AJ$5:$AJ$245)","v":256.73381222406931},{"$f":"'D-Hour Runoff Ordinates'!AW4","v":144},"  "]
[null,"  ",6,{"$f":"P50_6","v":5.77},{"$f":"'Adjust CN when D<24-hr'!T87","v":88.963094329199436},{"$f":"'P(t) Distribution 50yr'!$X$65","v":4.5088583586642175},{"$f":"MAX(Q50_6!$BN$5:$BN$353)","v":224.512152337684},{"$f":"'D-Hour Runoff Ordinates'!AK4","v":234},"<=","  ",6,{"$f":"P100_6","v":6.6},{"$f":"'Adjust CN when D<24-hr'!AA87","v":88.729191044207255},{"$f":"'P(t) Distribution 100yr'!$X$65","v":5.2875573142670786},{"$f":"MAX(Q100_6!$BN$5:$BN$353)","v":262.55616188652584},{"$f":"'D-Hour Runoff Ordinates'!AY4","v":234},"<="]
[null,"=>",12,{"$f":"P50_12","v":6.86},{"$f":"'Adjust CN when D<24-hr'!T88","v":83.788393288870452},{"$f":"'P(t) Distribution 50yr'!$O$125","v":4.9834520642257134},{"$f":"MAX(Q50_12!$DV$5:$DV$353)","v":219.6341155453122},{"$f":"'D-Hour Runoff Ordinates'!AM4","v":414},"  ","  ",12,{"$f":"P100_12","v":7.9},{"$f":"'Adjust CN when D<24-hr'!AA88","v":83.431660622526337},{"$f":"'P(t) Distribution 100yr'!$O$125","v":5.9325848758852917},{"$f":"MAX(Q100_12!$DV$5:$DV$353)","v":260.68826980197753},{"$f":"'D-Hour Runoff Ordinates'!BA4","v":414},"  "]
[null,"  ",24,{"$f":"P50_24","v":8.1199999999999992},{"$f":"'Adjust CN when D<24-hr'!T89","v":73.22278914640421},{"$f":"'P(t) Distribution 50yr'!$F$245","v":4.9423981150127316},{"$f":"MAX(Q50_24!$IL$4:$IL$352)","v":192.89893654669132},{"$f":"'D-Hour Runoff Ordinates'!AO4","v":774},"  ","=>",24,{"$f":"P100_24","v":9.2899999999999991},{"$f":"'Adjust CN when D<24-hr'!AA89","v":72.891483092214202},{"$f":"'P(t) Distribution 100yr'!$F$245","v":5.9548428668140554},{"$f":"MAX(Q100_24!$IL$4:$IL$352)","v":232.39512761200018},{"$f":"'D-Hour Runoff Ordinates'!BC4","v":774},"  "]
[]
[null,null,"This worksheet shows the storm runoff volume (WS-inches), peak flow (cfs), and time of peak flow (min) for 1, 2, 3, 6, 12 and 24 hour rainfall events.  User selects either McCuen method or Merkel method to modify the CN value for Rainfall Durations less than 24 hours. "]
[]
[]
[null,null,"Summary watershed and unit hydrograph data are shown.  The user has the option to change the Standard CN Value with the Drop Down Menu by selecting either Area Weighted CN or Runoff Weighted CN.  NRCS recommends using the Runoff Weighted CN instead of the Area Weighted CN.  The user also can choose between Time of Concentration values computed with the Travel Time Method and the Lag Time Equation. "]

{"sheet":"Q10_1","index":13,"n_rows":245,"n_cols":16,"rows_kept":139,"cut":true,"hidden":true,"merged":[[2,0,2,1],[2,17,2,18],[2,36,2,37]],"bounds":{"rows_first":62,"rows_last":15,"rows_between":62,"halvings":5}}
[]
[null,null,null,null,null,"Runoff Hydrograph for a 10 Year 1-Hour Storm"]
["Burst Info.",null,null,null,null,"Burst ","Burst ","Burst ","Burst ","Burst ","Burst ","Burst ","Burst ","Burst ","Burst ","Summation"]
["Burst","Increment",null,"Time, min","UH, cfs",1,2,3,4,5,6,7,8,9,10]
[1,{"$f":"'P(t) Distribution 10yr'!AW5","v":0},null,0,{"$f":"UH_Qp*((Q10_1!D5/UH_Tp)*EXP(1-Q10_1!D5/UH_Tp))^('WS & UH Data & Runoff Results'!$H$6-1)","v":0},{"$f":"$E5*$B$5","v":0},null,null,null,null,null,null,null,null,null,{"$f":"SUM(F5:O5)","v":0}]
[2,{"$f":"'P(t) Distribution 10yr'!AW6","v":1.3502630779333289E-2},null,{"$f":"D5+BDur","v":6},{"$f":"UH_Qp*((Q10_1!D6/UH_Tp)*EXP(1-Q10_1!D6/UH_Tp))^('WS & UH Data & Runoff Results'!$H$6-1)","v":4.6137029398684986},{"$f":"$E6*$B$5","v":0},{"$f":"$E5*$B$6","v":0},null,null,null,null,null,null,null,null,0]
[3,{"$f":"'P(t) Distribution 10yr'!AW7","v":6.8316008737762779E-2},null,12,{"$f":"UH_Qp*((Q10_1!D7/UH_Tp)*EXP(1-Q10_1!D7/UH_Tp))^('WS & UH Data & Runoff Results'!$H$6-1)","v":16.999548815498887},0,6.2297127322568868E-2,{"$f":"$E5*$B$7","v":0},null,null,null,null,null,null,null,6.2297127322568868E-2]
[4,{"$f":"'P(t) Distribution 10yr'!AW8","v":0.15128738975376721},null,18,{"$f":"UH_Qp*((Q10_1!D8/UH_Tp)*EXP(1-Q10_1!D8/UH_Tp))^('WS & UH Data & Runoff Results'!$H$6-1)","v":32.361896950168358},0,0.22953863107093403,0.31518977035349816,{"$f":"$E5*$B$8","v":0},null,null,null,null,null,null,0.54472840142443224]
[5,{"$f":"'P(t) Distribution 10yr'!AW9","v":0.34266868313052601},null,24,{"$f":"UH_Qp*((Q10_1!D9/UH_Tp)*EXP(1-Q10_1!D9/UH_Tp))^('WS & UH Data & Runoff Results'!$H$6-1)","v":47.012381978298421},0,0.43697074583695533,1.1613413254176468,0.69799507487198709,{"$f":"$E5*$B$9","v":0},null,null,null,null,null,2.2963071461265891]
[6,{"$f":"'P(t) Distribution 10yr'!AW10","v":0.67478295568011781},null,30,{"$f":"UH_Qp*((Q10_1!D10/UH_Tp)*EXP(1-Q10_1!D10/UH_Tp))^('WS & UH Data & Runoff Results'!$H$6-1)","v":58.891400266302981},0,0.63479083590994589,2.21083563481828,2.5718173672885718,1.5809715107601747,{"$f":"$E5*$B$10","v":0},null,null,null,null,6.9984153487769722]
[7,{"$f":"'P(t) Distribution 10yr'!AW11","v":0.23970164862482179},null,36,{"$f":"UH_Qp*((Q10_1!D11/UH_Tp)*EXP(1-Q10_1!D11/UH_Tp))^('WS & UH Data & Runoff Results'!$H$6-1)","v":67.173182801498669},0,0.79518883387381922,3.2116982980124762,4.8959469170713712,5.8252130064200971,3.1132481063945141,{"$f":"$E5*$B$11","v":0},null,null,null,17.84129516177228]
[8,{"$f":"'P(t) Distribution 10yr'!AW12","v":0.17366255683629217},null,42,{"$f":"UH_Qp*((Q10_1!D12/UH_Tp)*EXP(1-Q10_1!D12/UH_Tp))^('WS & UH Data & Runoff Results'!$H$6-1)","v":71.821808029639001},0,0.90701468564129739,4.0232254151718401,7.1123805556038144,11.089408611519977,11.471005794950784,{"$f":"$E6*$B$11","v":1.1059122009516662},{"$f":"$E5*$B$12","v":0},null,null,35.708947263839377]
[9,{"$f":"'P(t) Distribution 10yr'!AW13","v":0.12705103077140212},null,48,{"$f":"UH_Qp*((Q10_1!D13/UH_Tp)*EXP(1-Q10_1!D13/UH_Tp))^('WS & UH Data & Runoff Results'!$H$6-1)","v":73.2421875},0,0.96978335572837027,4.5890037432105197,8.9095262252332894,16.109671023332794,21.837256475449994,{"$f":"$E7*$B$11","v":4.07481987695322},{"$f":"$E6*$B$12","v":0.80122744902068144},{"$f":"$E5*$B$13","v":0},null,57.291288148928871]
[10,{"$f":"'P(t) Distribution 10yr'!AW14","v":0.12138421934552546},null,54,{"$f":"UH_Qp*((Q10_1!D14/UH_Tp)*EXP(1-Q10_1!D14/UH_Tp))^('WS & UH Data & Runoff Results'!$H$6-1)","v":72.038836779821139},0,0.98896221528319983,4.9065792649147388,10.162455487491382,20.180238576966751,31.723154064878912,7.7572000515819477,{"$f":"$E7*$B$12","v":2.9521851123628986},{"$f":"$E6*$B$13","v":0.58617571418334102},{"$f":"$E5*$B$14","v":0},79.256950487663175]
["Sum =",{"$f":"SUM(B5:B14)","v":1.9123571236595487},null,60,{"$f":"UH_Qp*((Q10_1!D15/UH_Tp)*EXP(1-Q10_1!D15/UH_Tp))^('WS & UH Data & Runoff Results'!$H$6-1)","v":68.863330962575589},0,0.97271381481057984,5.0036139212228594,10.865733864200243,23.018146092275646,39.738913135836803,11.268945465977993,5.6200497684388431,{"$f":"$E7*$B$13","v":2.1598101996579016},{"$f":"$E6*$B$14","v":0.56003072964809353},99.207956992068958]
[null,null,null,66,{"$f":"UH_Qp*((Q10_1!D16/UH_Tp)*EXP(1-Q10_1!D16/UH_Tp))^('WS & UH Data & Runoff Results'!$H$6-1)","v":64.3265334502927},0,0.92983613222268824,4.9214058029085272,11.080619366730996,24.611084377569835,45.327318833236127,14.116365733657094,8.1642904573157278,4.111612365236784,{"$f":"$E7*$B$14","v":2.0634769621954843},115.32601003107325]
[null,null,null,72,{"$f":"UH_Qp*((Q10_1!D17/UH_Tp)*EXP(1-Q10_1!D17/UH_Tp))^('WS & UH Data & Runoff Results'!$H$6-1)","v":58.954799470402534},0,0.86857743049373459,4.7044679197507637,10.898567577316822,25.097803940224072,48.464131904529822,16.101522660895757,10.227231145915674,5.9729715893617028,3.9282235978365274,126.26349776632486]
[null,null,null,78,{"$f":"UH_Qp*((Q10_1!D18/UH_Tp)*EXP(1-Q10_1!D18/UH_Tp))^('WS & UH Data & Runoff Results'!$H$6-1)","v":53.174216074054421},0,0.7960448899184791,4.3945320212601855,10.418153591077838,24.685453333596211,49.422579761727377,17.215805791919934,11.665466676139907,7.4822131074050189,5.7065612860094035,131.78681045905438]
[null,null,null,84,{"$f":"UH_Qp*((Q10_1!D19/UH_Tp)*EXP(1-Q10_1!D19/UH_Tp))^('WS & UH Data & Runoff Results'!$H$6-1)","v":47.311494655773146},0,0.71799180662844608,4.0275565957530723,9.7317933376031753,23.597306936927353,48.610579206045287,17.556273092638314,12.472758819032448,8.5344221151262261,7.1484866474900572,132.39716855724436]
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[null,null,null,null,null,"Runoff Hydrograph for a 6-Hour Storm"]
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[null,null,null,null,null,"Runoff Hydrograph for a 25 Year 1-Hour Storm"]
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[null,null,null,null,null,"Runoff Hydrograph for a 2-Hour Storm"]
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[null,null,null,null,null,"Runoff Hydrograph for a 50 Year 1-Hour Storm"]
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[null,null,null,null,null,"Runoff Hydrograph for a 100 Year 1-Hour Storm"]
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["Burst","Increment",null,"Time, min","UH, cfs",1,2,3,4,5,6,7,8,9,10]
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{"sheet":"Design Storm Pond Results","index":36,"n_rows":101,"n_cols":17,"rows_kept":101,"cut":false,"hidden":false,"merged":[[18,2,18,3],[16,14,17,14],[17,2,17,3],[8,7,8,8],[12,5,12,6],[11,5,11,6],[13,5,13,6],[9,9,9,11],[17,9,17,10],[18,10,18,13],[15,2,15,3],[12,12,13,13],[11,12,11,14],[8,2,8,3],[10,2,10,3],[9,2,9,3],[42,2,43,13],[25,13,27,13],[25,11,27,11],[25,2,27,2],[25,3,27,3],[25,4,27,4],[35,2,35,13],[39,2,41,13],[25,7,27,7],[25,9,27,9],[25,8,27,8],[25,10,27,10],[36,2,38,13],[24,2,24,11],[1,2,1,13],[2,9,2,13],[2,2,2,8],[9,5,9,6],[10,5,10,6],[6,12,7,12],[5,2,5,4],[6,2,6,3],[6,13,7,13],[3,9,3,11],[6,9,7,11],[8,9,8,11],[4,9,4,11],[7,5,7,6],[5,5,5,6],[14,2,14,3],[13,9,13,10],[11,9,11,11],[8,5,8,6],[12,9,12,10],[28,15,33,17],[12,14,13,14],[9,16,18,17],[25,12,27,12],[25,6,27,6],[14,9,14,10],[14,12,14,13],[15,12,15,13],[14,5,14,6],[15,5,15,6],[15,7,15,8],[14,7,14,8],[13,7,13,8],[12,7,12,8],[11,7,11,8],[22,2,22,13],[20,16,25,17],[3,16,7,17],[4,5,4,8],[5,9,5,11],[15,9,16,10],[15,11,16,11],[16,12,17,13],[17,5,18,7],[25,5,27,5],[23,2,23,5],[19,10,19,13],[23,8,23,11],[21,2,21,13],[3,2,3,8],[13,2,13,4],[7,2,7,3],[4,2,4,4],[6,7,6,8],[7,7,7,8],[9,7,9,8],[10,7,10,8],[5,7,5,8],[6,5,6,6]]}
[]
[null,null,"Data for Pond Stage-Storage and Stage-Outflow Ratings"]
[null,null,"Data for Pond Stage-Storage Ratings",null,null,null,null,null,null,"Outflow Devices "]
[null,null,"User Has Two Options and Must Select One.  Follow the Arrow.",null,null,null,null,null,null,"Circular Orifices",null,null,"1st Stage","2nd Stage",null,null,"The invert of the lowest orifice MUST be AT or ABOVE the pond bottom.  "]
[null,null,"Proposed Pond 1",null,null,"Proposed Pond 2",null,null,null,"Orifice coefficent =",null,null,0.6,0.6]
[null,null,"Inverted Quadrilateral Frustum",null,null,"Ellevation (ft-MSL)",null,"Surface Area (sq ft)",null,"Diameter (inches) =",null,null,6,6]
[null,null,"Length (feet ) =",null,200,{"$f":"PndBottom_ELEV","v":100},null,2000,null,"Centerline elevation above bottom of pond (feet) =",null,null,0.5,2]
[null,null,"W1 (feet) =",null,200,101,null,2100]
[null,null,"W2 (feet) =",null,200,102,null,2200,null,"Number of openings =",null,null,1,1]
[null,null,"Side Slope Z =",null,3,103,null,2400,null,"Retention Depth (feet) =",null,null,{"$f":"MIN(Orif1_CtrEL-0.5*Orif1_dia/12,Orif1_CtrEL-0.5*Orif2_dia/12,WeirCrest_EL)","v":0.25}," ",null,null,"If you are only using an overflow spillway, the solution is very sensitive to combinations of Length and Crest Elevation.  You may need to try many combinations."]
[null,null,"Bottom Slope So (%) =",null,0.5,104,null,2900]
[null,null,null,null,null,105,null,3300,null,"3rd Stage Rectangular Weir",null,null,"Overflow Spillway",null,null," "]
[null,null,null,null,null,106,null,3700,null,"Weir coefficent =",null,3.3,"    Broad-crested weir coefficent =",null,3]
[null,null,"Data Common to Both Options",null,null,107,null,4000,null,"Weir exponent =",null,1.5]
[null,null,"Bottom Elev (ft) =",null,100,108,null,4400,null,"Length (feet) =",null,2,"Weir exponent =",null,1.5]
[null,null,"Max Depth (ft) =",null,10,109,null,4800,null,"Crest elev above pond bottom (ft) =",null,4,"Length (feet) =",null,20]
[null,null,null,null,null,null,null,null,null,null,null,null,"Crest elevation above pond bottom (ft) =",null,6]
[null,null,"Select Pond Option",null,null,"Yellow data cells are default values.",null,null,null,"Number of weirs =",null,1]
[null,null,"Proposed Pond 2",null,null,null,null,null,null,null,"Seepage through pond bottom (in/hr) =",null,null,null,2]
[null,null,null,null,null,null,null,null,null,null,"Seepage through pond side slopes (in/hr) =",null,null,null,4]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Seepage outflow rates through the pond bottom and sides are input in Rows 19 and 20 of Column O  with units of inches per hour. "]
[null,null,"User specifies Design Storm by entering the event AEP in the WHITE cell below. "]
[null,null,"This spreadsheet was developed for storms with AEP values of 10, 4, 2 and 1."]
[null,null,"Annual Exceedance Probablity (AEP) =",null,null,null,4,"%","Design Storm Return Period  =",null,null,null,{"$f":"100/DS_AEP","v":25},"Years"]
[null,null," Pond  Results for 1, 2, 3, 6, 12 and 24 Hour Design Storms with AEP =",null,null,null,null,null,null,null,null,null,{"$f":"DS_AEP","v":4},"%"]
[null,null,"Storm Duration  (hrs)","Rainfall Depth              (in)","Runoff Volume QCN (WS-in)","Peak Runoff, Qp (cfs)","Pond Peak Inflow           (cfs)","Time of Peak Inflow (min)","Pond Peak Outflow         (cfs)","Time of Peak Outflow (min)","Time to Drain First One-Half Inch (hrs)","Time to Drain First Inch           (hrs)","Time to Drain First Two Inches        (hrs)","Maximum Ponding Depth                   (ft)"]
[]
[]
[null,{"$f":"IF(N29=MAX(N$29:N$34),\"=>\",\"  \")","v":"  "},1,{"$f":"IF(DS_AEP=10,P10_1,IF(DS_AEP=4,P25_1,IF(DS_AEP=2,P50_1,IF(DS_AEP=1,P100_1))))","v":3.13},{"$f":"IF(DS_AEP=10,'P(t) Distribution 10yr'!$AV$15,IF(DS_AEP=4,'P(t) Distribution 25yr'!$AV$15, IF(DS_AEP=2,'P(t) Distribution 50yr'!$AV$15, IF(DS_AEP=1,'P(t) Distribution 100yr'!$AV$15))))","v":2.352640169809074},{"$f":"IF(DS_AEP=10,'D-Hour Runoff Ordinates'!$C$3,IF(DS_AEP=4, 'D-Hour Runoff Ordinates'!$Q$3,IF(DS_AEP=2,'D-Hour Runoff Ordinates'!$AE$3,IF(DS_AEP=1, 'D-Hour Runoff Ordinates'!$AS$3))))","v":162.5447309533146},{"$f":"'Pond_1 hr'!K$19","v":162.5447309533146},{"$f":"'Pond_1 hr'!K$20","v":84},{"$f":"'Pond_1 hr'!K$22","v":163.66446810028623},{"$f":"'Pond_1 hr'!K$23","v":84},{"$f":"'Pond_1 hr'!$U$2","v":0.1},{"$f":"'Pond_1 hr'!$U$3","v":0},{"$f":"'Pond_1 hr'!$U$4","v":0.1},{"$f":"'Pond_1 hr'!K$24","v":7.5019700777903457},{"$f":"IF(N29=MAX(N$29:N$34),\"<=\",\"  \")","v":"  "},"Storm duration with the maximum ponding depth and the ponding depth are flagged with Red Arrows in Columns B and O. "]
[null,"  ",2,{"$f":"IF(DS_AEP=10,P10_2,IF(DS_AEP=4,P25_2,IF(DS_AEP=2,P50_2,IF(DS_AEP=1,P100_2))))","v":3.85},{"$f":"IF(DS_AEP=10,'P(t) Distribution 10yr'!$AO$25,IF(DS_AEP=4,'P(t) Distribution 25yr'!$AO$25, IF(DS_AEP=2,'P(t) Distribution 50yr'!$AO$25, IF(DS_AEP=1,'P(t) Distribution 100yr'!$AO$25))))","v":2.9933965344135456},{"$f":"IF(DS_AEP=10,'D-Hour Runoff Ordinates'!$E$3,IF(DS_AEP=4, 'D-Hour Runoff Ordinates'!$S$3,IF(DS_AEP=2,'D-Hour Runoff Ordinates'!$AG$3,IF(DS_AEP=1, 'D-Hour Runoff Ordinates'!$AU$3))))","v":184.78738103367047},{"$f":"'Pond_2 hr'!K$19","v":184.78738103367047},{"$f":"'Pond_2 hr'!K$20","v":114},{"$f":"'Pond_2 hr'!K$22","v":184.36764406394803},{"$f":"'Pond_2 hr'!K$23","v":114},{"$f":"'Pond_2 hr'!$U$2","v":0},{"$f":"'Pond_2 hr'!$U$3","v":0.1},{"$f":"'Pond_2 hr'!$U$4","v":0.1},{"$f":"'Pond_2 hr'!K$24","v":7.6629231934962814},"  "]
[null,"  ",3,{"$f":"IF(DS_AEP=10,P10_3,IF(DS_AEP=4,P25_3,IF(DS_AEP=2,P50_3,IF(DS_AEP=1,P100_3))))","v":4.17},{"$f":"IF(DS_AEP=10,'P(t) Distribution 10yr'!$AG$35,IF(DS_AEP=4,'P(t) Distribution 25yr'!$AG$35, IF(DS_AEP=2,'P(t) Distribution 50yr'!$AG$35, IF(DS_AEP=1,'P(t) Distribution 100yr'!$AG$35))))","v":3.2328478110841368},{"$f":"IF(DS_AEP=10,'D-Hour Runoff Ordinates'!$G$3,IF(DS_AEP=4, 'D-Hour Runoff Ordinates'!$U$3,IF(DS_AEP=2,'D-Hour Runoff Ordinates'!$AI$3,IF(DS_AEP=1, 'D-Hour Runoff Ordinates'!$AW$3))))","v":183.75190140115271},{"$f":"'Pond_3 hr'!K$19","v":183.75190140115271},{"$f":"'Pond_3 hr'!K$20","v":144},{"$f":"'Pond_3 hr'!K$22","v":183.71402105725181},{"$f":"'Pond_3 hr'!K$23","v":144},{"$f":"'Pond_3 hr'!$U$2","v":0.1},{"$f":"'Pond_3 hr'!$U$3","v":0},{"$f":"'Pond_3 hr'!$U$4","v":0},{"$f":"'Pond_3 hr'!K$24","v":7.6578417190592436},"  "]
[null,"=>",6,{"$f":"IF(DS_AEP=10,P10_6,IF(DS_AEP=4,P25_6,IF(DS_AEP=2,P50_6,IF(DS_AEP=1,P100_6))))","v":4.9400000000000004},{"$f":"IF(DS_AEP=10,'P(t) Distribution 10yr'!$X$65,IF(DS_AEP=4,'P(t) Distribution 25yr'!$X$65, IF(DS_AEP=2,'P(t) Distribution 50yr'!$X$65, IF(DS_AEP=1,'P(t) Distribution 100yr'!$X$65))))","v":3.7379152594091898},{"$f":"IF(DS_AEP=10,'D-Hour Runoff Ordinates'!$I$3,IF(DS_AEP=4, 'D-Hour Runoff Ordinates'!$W$3,IF(DS_AEP=2,'D-Hour Runoff Ordinates'!$AK$3,IF(DS_AEP=1, 'D-Hour Runoff Ordinates'!$AY$3))))","v":186.62649364976892},{"$f":"'Pond_6 hr'!K$19","v":186.62649364976892},{"$f":"'Pond_6 hr'!K$20","v":234},{"$f":"'Pond_6 hr'!K$22","v":186.52516843198373},{"$f":"'Pond_6 hr'!K$23","v":234},{"$f":"'Pond_6 hr'!$U$2","v":0.1},{"$f":"'Pond_6 hr'!$U$3","v":0.1},{"$f":"'Pond_6 hr'!$U$4","v":0},{"$f":"'Pond_6 hr'!K$24","v":7.6796964784191522},"<="]
[null,"  ",12,{"$f":"IF(DS_AEP=10,P10_12,IF(DS_AEP=4,P25_12,IF(DS_AEP=2,P50_12,IF(DS_AEP=1,P100_12))))","v":5.84},{"$f":"IF(DS_AEP=10,'P(t) Distribution 10yr'!$O$125,IF(DS_AEP=4,'P(t) Distribution 25yr'!$O$125, IF(DS_AEP=2,'P(t) Distribution 50yr'!$O$125, IF(DS_AEP=1,'P(t) Distribution 100yr'!$O$125))))","v":4.0679899469074634},{"$f":"IF(DS_AEP=10,'D-Hour Runoff Ordinates'!$K$3,IF(DS_AEP=4, 'D-Hour Runoff Ordinates'!$Y$3,IF(DS_AEP=2,'D-Hour Runoff Ordinates'!$AM$3,IF(DS_AEP=1, 'D-Hour Runoff Ordinates'!$BA$3))))","v":179.73296343577169},{"$f":"'Pond_12 hr'!K$19","v":179.73296343577169},{"$f":"'Pond_12 hr'!K$20","v":414},{"$f":"'Pond_12 hr'!K$22","v":179.65681887207199},{"$f":"'Pond_12 hr'!K$23","v":414},{"$f":"'Pond_12 hr'!$U$2","v":0},{"$f":"'Pond_12 hr'!$U$3","v":0},{"$f":"'Pond_12 hr'!$U$4","v":0},{"$f":"'Pond_12 hr'!K$24","v":7.6262997308203477},"  "]
[null,"  ",24,{"$f":"IF(DS_AEP=10,P10_24,IF(DS_AEP=4,P25_24,IF(DS_AEP=2,P50_24,IF(DS_AEP=1,P100_24))))","v":7.04},{"$f":"IF(DS_AEP=10,'P(t) Distribution 10yr'!$F$245,IF(DS_AEP=4,'P(t) Distribution 25yr'!$F$245, IF(DS_AEP=2,'P(t) Distribution 50yr'!$F$245, IF(DS_AEP=1,'P(t) Distribution 100yr'!$F$245))))","v":4.0343974305748702},{"$f":"IF(DS_AEP=10,'D-Hour Runoff Ordinates'!$M$3,IF(DS_AEP=4, 'D-Hour Runoff Ordinates'!$AA$3,IF(DS_AEP=2,'D-Hour Runoff Ordinates'!$AO$3,IF(DS_AEP=1, 'D-Hour Runoff Ordinates'!$BC$3))))","v":157.2134965940555},{"$f":"'Pond_24 hr'!K$19","v":157.2134965940555},{"$f":"'Pond_24 hr'!K$20","v":774},{"$f":"'Pond_24 hr'!K$22","v":157.29374868055265},{"$f":"'Pond_24 hr'!K$23","v":774},{"$f":"'Pond_24 hr'!$U$2","v":0.1},{"$f":"'Pond_24 hr'!$U$3","v":0},{"$f":"'Pond_24 hr'!$U$4","v":0.1},{"$f":"'Pond_24 hr'!K$24","v":7.4524420661609128},"  "]
[]
[null,null,"Unshaded Cells are User Input.  Shaded Cells are Calculated Values.         DO NOT TOUCH the shaded cells!"]
[null,null,"A calculated result of #VALUE! indicates non-convergence of the pond routing routine and is not a problem with the spreadsheet.  User needs to upsize the pond or outflow structure.  This also is the reason for red #### symbols in columns B and O and time to drain results shown as NA and negative times.  NA is shown if the Time to Drain volume is less than the event runoff volume."]
[]
[]
[null,null,"Water quality ponds with a permanent pool shall be designed to store and release the first 1/2 inch of runoff from the site over a 24-hour period. The storage volume shall be designed to accommodate, at least, 1/2 inch of runoff from the entire site. "]
[]
[]
[null,null,"Water quality ponds without a permanent pool shall be designed to release the first inch of runoff from the site over a 24-hour period. "]
[]
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[null,null,"Proposed Pond 1"]
[null,null,"Proposed Pond 2"]

{"sheet":"D-hr Storm Pond Routing Results","index":37,"n_rows":356,"n_cols":26,"rows_kept":139,"cut":true,"hidden":false,"merged":[[4,14,4,25],[5,24,5,25],[5,22,5,23],[5,20,5,21],[5,18,5,19],[5,16,5,17],[5,14,5,15],[2,1,2,4],[2,7,2,10],[1,1,1,12],[12,10,17,11],[4,13,6,13],[8,1,11,1],[8,2,11,2],[8,3,11,3],[8,4,11,4],[8,5,11,5],[8,6,11,6],[8,7,11,7],[8,8,11,8],[4,1,4,8],[5,1,7,8]],"bounds":{"rows_first":62,"rows_last":15,"rows_between":62,"halvings":5}}
[]
[null,"Pond Design Storm "]
[null,"Annual Exceedance Probablity (AEP) =",null,null,null,{"$f":"DS_AEP","v":4},"%","Design Storm Return Period  =",null,null,null,{"$f":"100/DS_AEP","v":25},"Years"]
[]
[null,"Runoff and Pond Routing Results for D-Hour Design Storm Rainfall Events",null,null,null,null,null,null,null,null,null,null,null,"Time, min","D-Hour Storm Pond Routing Inflow and Outflow Hydrograph Ordinates"]
[null,"A result of #VALUE! indicates non-convergence of the pond routing routine and is not a problem with the spreadsheet.  User needs to upsize the pond or outflow structure.  This also is the reason for red ##### symbols in column J.",null,null,null,null,null,null,null,null,null,null,null,null,"1  Hr ",null,"2 Hr ",null,"3 Hr",null,"6 Hr",null,"12  Hr ",null,"24 Hr "]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Inflow","Outflow","Inflow","Outflow","Inflow","Outflow","Inflow","Outflow","Inflow","Outflow","Inflow","Outflow"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,0,{"$f":"'Pond_1 hr'!$C2","v":0},{"$f":"'Pond_1 hr'!$H2","v":0},{"$f":"'Pond_2 hr'!$C2","v":0},{"$f":"'Pond_2 hr'!$H2","v":0},{"$f":"'Pond_3 hr'!$C2","v":0},{"$f":"'Pond_3 hr'!$H2","v":0},{"$f":"'Pond_6 hr'!$C2","v":0},{"$f":"'Pond_6 hr'!$H2","v":0},{"$f":"'Pond_12 hr'!$C2","v":0},{"$f":"'Pond_12 hr'!$H2","v":0},{"$f":"'Pond_24 hr'!$C2","v":0},{"$f":"'Pond_24 hr'!$H2","v":0}]
[null,"Storm Duration  (hrs)","Rainfall Depth              (in)","CN Adjusted for Rainfall Duration      <24-hr","Runoff Volume QCN    (WS-in)","Pond Peak Inflow (cfs)"," Time of Pond Peak Inflow (min)","Pond Peak  Outflow (cfs)"," Time of Pond Peak Outflow (min)",null,null,null,null,{"$f":"N8+6","v":6},{"$f":"'Pond_1 hr'!$C3","v":0},{"$f":"'Pond_1 hr'!$H3","v":0},{"$f":"'Pond_2 hr'!$C3","v":0},{"$f":"'Pond_2 hr'!$H3","v":0},{"$f":"'Pond_3 hr'!$C3","v":0},{"$f":"'Pond_3 hr'!$H3","v":0},{"$f":"'Pond_6 hr'!$C3","v":0},{"$f":"'Pond_6 hr'!$H3","v":0},{"$f":"'Pond_12 hr'!$C3","v":0},{"$f":"'Pond_12 hr'!$H3","v":0},{"$f":"'Pond_24 hr'!$C3","v":0},{"$f":"'Pond_24 hr'!$H3","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"N9+6","v":12},{"$f":"'Pond_1 hr'!$C4","v":0.11723288939239596},{"$f":"'Pond_1 hr'!$H4","v":7.427421569036044E-3},{"$f":"'Pond_2 hr'!$C4","v":0},{"$f":"'Pond_2 hr'!$H4","v":0},{"$f":"'Pond_3 hr'!$C4","v":0},{"$f":"'Pond_3 hr'!$H4","v":0},{"$f":"'Pond_6 hr'!$C4","v":0},{"$f":"'Pond_6 hr'!$H4","v":0},{"$f":"'Pond_12 hr'!$C4","v":0},{"$f":"'Pond_12 hr'!$H4","v":0},{"$f":"'Pond_24 hr'!$C4","v":0},{"$f":"'Pond_24 hr'!$H4","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,18,{"$f":"'Pond_1 hr'!$C5","v":0.87266131359320287},{"$f":"'Pond_1 hr'!$H5","v":6.9202136920036794E-2},{"$f":"'Pond_2 hr'!$C5","v":9.1511230009017393E-3},{"$f":"'Pond_2 hr'!$H5","v":5.7977969075125512E-4},{"$f":"'Pond_3 hr'!$C5","v":0},{"$f":"'Pond_3 hr'!$H5","v":0},{"$f":"'Pond_6 hr'!$C5","v":0},{"$f":"'Pond_6 hr'!$H5","v":0},{"$f":"'Pond_12 hr'!$C5","v":0},{"$f":"'Pond_12 hr'!$H5","v":0},{"$f":"'Pond_24 hr'!$C5","v":0},{"$f":"'Pond_24 hr'!$H5","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,24,{"$f":"'Pond_1 hr'!$C6","v":3.3512700493837602},{"$f":"'Pond_1 hr'!$H6","v":0.3280453009844092},{"$f":"'Pond_2 hr'!$C6","v":0.10327562911274922},{"$f":"'Pond_2 hr'!$H6","v":7.6292378377621258E-3},{"$f":"'Pond_3 hr'!$C6","v":0},{"$f":"'Pond_3 hr'!$H6","v":0},{"$f":"'Pond_6 hr'!$C6","v":0},{"$f":"'Pond_6 hr'!$H6","v":0},{"$f":"'Pond_12 hr'!$C6","v":0},{"$f":"'Pond_12 hr'!$H6","v":0},{"$f":"'Pond_24 hr'!$C6","v":0},{"$f":"'Pond_24 hr'!$H6","v":0}]
[null,1,{"$f":"IF(DS_AEP=10,P10_1,IF(DS_AEP=4,P25_1,IF(DS_AEP=2,P50_1,IF(DS_AEP=1,P100_1))))","v":3.13},{"$f":"'Adjust CN when D<24-hr'!$F84","v":92.798942146307255},{"$f":"IF(DS_AEP=10,'P(t) Distribution 10yr'!$AV$15,IF(DS_AEP=4,'P(t) Distribution 25yr'!$AV$15, IF(DS_AEP=2,'P(t) Distribution 50yr'!$AV$15, IF(DS_AEP=1,'P(t) Distribution 100yr'!$AV$15))))","v":2.352640169809074},{"$f":"'Pond_1 hr'!$K$19","v":162.5447309533146},{"$f":"'Pond_1 hr'!$K$20","v":84},{"$f":"'Pond_1 hr'!$K$22","v":163.66446810028623},{"$f":"'Pond_1 hr'!$K$23","v":84},{"$f":"IF(H13=MAX(H$12:H$17),\"<==\",\"  \")","v":"  "},"The Red Arrow flags the critical storm duration that produces the maximum peak outflow from the pond.",null,null,30,{"$f":"'Pond_1 hr'!$C7","v":9.5877283685353856},{"$f":"'Pond_1 hr'!$H7","v":0.98281323528723541},{"$f":"'Pond_2 hr'!$C7","v":0.45629173630017178},{"$f":"'Pond_2 hr'!$H7","v":4.2114539776552606E-2},{"$f":"'Pond_3 hr'!$C7","v":5.7686499976494819E-3},{"$f":"'Pond_3 hr'!$H7","v":3.6547930908150598E-4},{"$f":"'Pond_6 hr'!$C7","v":0},{"$f":"'Pond_6 hr'!$H7","v":0},{"$f":"'Pond_12 hr'!$C7","v":0},{"$f":"'Pond_12 hr'!$H7","v":0},{"$f":"'Pond_24 hr'!$C7","v":0},{"$f":"'Pond_24 hr'!$H7","v":0}]
[null,2,{"$f":"IF(DS_AEP=10,P10_2,IF(DS_AEP=4,P25_2,IF(DS_AEP=2,P50_2,IF(DS_AEP=1,P100_2))))","v":3.85},{"$f":"'Adjust CN when D<24-hr'!$F85","v":92.35096484394515},{"$f":"IF(DS_AEP=10,'P(t) Distribution 10yr'!$AO$25,IF(DS_AEP=4,'P(t) Distribution 25yr'!$AO$25, IF(DS_AEP=2,'P(t) Distribution 50yr'!$AO$25, IF(DS_AEP=1,'P(t) Distribution 100yr'!$AO$25))))","v":2.9933965344135456},{"$f":"'Pond_2 hr'!$K$19","v":184.78738103367047},{"$f":"'Pond_2 hr'!$K$20","v":114},{"$f":"'Pond_2 hr'!$K$22","v":184.36764406394803},{"$f":"'Pond_2 hr'!$K$23","v":114},{"$f":"IF(H14=MAX(H$12:H$17),\"<==\",\"  \")","v":"  "},null,null,null,36,{"$f":"'Pond_1 hr'!$C8","v":23.355050953983032},{"$f":"'Pond_1 hr'!$H8","v":3.0198469968495782},{"$f":"'Pond_2 hr'!$C8","v":1.3901330483942185},{"$f":"'Pond_2 hr'!$H8","v":0.15376043076384768},{"$f":"'Pond_3 hr'!$C8","v":5.6079763160081918E-2},{"$f":"'Pond_3 hr'!$H8","v":4.2376443853200368E-3},{"$f":"'Pond_6 hr'!$C8","v":0},{"$f":"'Pond_6 hr'!$H8","v":0},{"$f":"'Pond_12 hr'!$C8","v":0},{"$f":"'Pond_12 hr'!$H8","v":0},{"$f":"'Pond_24 hr'!$C8","v":0},{"$f":"'Pond_24 hr'!$H8","v":0}]
[null,3,{"$f":"IF(DS_AEP=10,P10_3,IF(DS_AEP=4,P25_3,IF(DS_AEP=2,P50_3,IF(DS_AEP=1,P100_3))))","v":4.17},{"$f":"'Adjust CN when D<24-hr'!$F86","v":91.725366869503645},{"$f":"IF(DS_AEP=10,'P(t) Distribution 10yr'!$AG$35,IF(DS_AEP=4,'P(t) Distribution 25yr'!$AG$35, IF(DS_AEP=2,'P(t) Distribution 50yr'!$AG$35, IF(DS_AEP=1,'P(t) Distribution 100yr'!$AG$35))))","v":3.2328478110841368},{"$f":"'Pond_3 hr'!$K$19","v":183.75190140115271},{"$f":"'Pond_3 hr'!$K$20","v":144},{"$f":"'Pond_3 hr'!$K$22","v":183.71402105725181},{"$f":"'Pond_3 hr'!$K$23","v":144},"  ",null,null,null,42,{"$f":"'Pond_1 hr'!$C9","v":45.576021256935178},{"$f":"'Pond_1 hr'!$H9","v":23.652881266571761},{"$f":"'Pond_2 hr'!$C9","v":3.3279911855634343},{"$f":"'Pond_2 hr'!$H9","v":0.43319916839658451},{"$f":"'Pond_3 hr'!$C9","v":0.24059346215803482},{"$f":"'Pond_3 hr'!$H9","v":2.2496748815473682E-2},{"$f":"'Pond_6 hr'!$C9","v":0},{"$f":"'Pond_6 hr'!$H9","v":0},{"$f":"'Pond_12 hr'!$C9","v":0},{"$f":"'Pond_12 hr'!$H9","v":0},{"$f":"'Pond_24 hr'!$C9","v":0},{"$f":"'Pond_24 hr'!$H9","v":0}]
[null,6,{"$f":"IF(DS_AEP=10,P10_6,IF(DS_AEP=4,P25_6,IF(DS_AEP=2,P50_6,IF(DS_AEP=1,P100_6))))","v":4.9400000000000004},{"$f":"'Adjust CN when D<24-hr'!$F87","v":89.598712486266777},{"$f":"IF(DS_AEP=10,'P(t) Distribution 10yr'!$X$65,IF(DS_AEP=4,'P(t) Distribution 25yr'!$X$65, IF(DS_AEP=2,'P(t) Distribution 50yr'!$X$65, IF(DS_AEP=1,'P(t) Distribution 100yr'!$X$65))))","v":3.7379152594091898},{"$f":"'Pond_6 hr'!$K$19","v":186.62649364976892},{"$f":"'Pond_6 hr'!$K$20","v":234},{"$f":"'Pond_6 hr'!$K$22","v":186.52516843198373},{"$f":"'Pond_6 hr'!$K$23","v":234},"<==",null,null,null,48,{"$f":"'Pond_1 hr'!$C10","v":72.139801636913731},{"$f":"'Pond_1 hr'!$H10","v":78.610518504404439},{"$f":"'Pond_2 hr'!$C10","v":6.7585486422070478},{"$f":"'Pond_2 hr'!$H10","v":0.92658793174528664},{"$f":"'Pond_3 hr'!$C10","v":0.68156126723613564},{"$f":"'Pond_3 hr'!$H10","v":7.8070285270022341E-2},{"$f":"'Pond_6 hr'!$C10","v":0},{"$f":"'Pond_6 hr'!$H10","v":0},{"$f":"'Pond_12 hr'!$C10","v":0},{"$f":"'Pond_12 hr'!$H10","v":0},{"$f":"'Pond_24 hr'!$C10","v":0},{"$f":"'Pond_24 hr'!$H10","v":0}]
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{"sheet":"24-hr Storm Pond Routing Result","index":38,"n_rows":353,"n_cols":30,"rows_kept":139,"cut":true,"hidden":false,"merged":[[1,15,1,28],[2,23,2,24],[2,21,2,22],[1,14,3,14],[2,15,2,16],[2,17,2,18],[2,27,2,28],[2,25,2,26],[2,19,2,20],[5,1,8,1],[2,1,4,12],[1,1,1,12],[5,12,8,12],[5,2,8,2],[5,3,8,3],[5,4,8,4],[5,5,8,5],[5,6,8,6],[5,7,8,7],[5,8,8,8],[5,9,8,9],[5,10,8,10],[5,11,8,11]],"bounds":{"rows_first":62,"rows_last":15,"rows_between":62,"halvings":5}}
[]
[null,"Runoff and Pond Routing  Results for Seven 24-Hour Rainfall Events",null,null,null,null,null,null,null,null,null,null,null,null,"Time, min","24-Hour Storm Pond Routing Inflow and Outflow Hydrograph Ordinates"]
[null,"A result of #VALUE! indicates non-convergence of the pond routing routine and is not a problem with the spreadsheet.  The given data is a wrongly designed pond.  To resolve this problem, the user must upsize the pond and/or outflow structure.  ",null,null,null,null,null,null,null,null,null,null,null,null,null,"AEP = 100%",null,"AEP = 50%",null,"AEP = 20%",null,"AEP = 10%",null,"AEP = 4%",null,"AEP = 2%",null,"AEP = 1%"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Inflow","Outflow","Inflow","Outflow","Inflow","Outflow","Inflow","Outflow","Inflow","Outflow","Inflow","Outflow","Inflow","Outflow"]
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{"sheet":"10-yr D-hr Storm Hydrographs","index":53,"n_rows":354,"n_cols":22,"rows_kept":139,"cut":true,"hidden":true,"merged":[[3,11,4,11],[3,12,3,17],[4,5,6,5],[4,6,6,6],[3,1,3,6],[4,1,6,1],[4,2,6,2],[4,3,6,3],[4,4,6,4],[1,3,1,9],[3,19,3,21],[9,19,9,20],[17,19,17,20],[4,19,4,20],[12,19,12,20],[11,19,11,21],[6,19,6,20],[14,19,14,20],[7,19,7,20],[15,19,15,20],[8,19,8,20],[16,19,16,20],[5,19,5,20],[13,19,13,20],[7,8,12,9]],"bounds":{"rows_first":62,"rows_last":15,"rows_between":62,"halvings":5}}
[]
[null,null,null,"Storms with Annual Exceedence Probability =",null,null,null,null,null,null,10,"%"]
[]
[null,"Runoff Results for 10 Year D-Hour Rainfall Events",null,null,null,null,null,null,null,null,null,"Time, min","D-Hour Storm Hydrograph Ordinates",null,null,null,null,null,null,"Watershed Data"]
[null,"Storm Duration  (hrs)","Rainfall Depth              (in)","CN Adjusted for Rainfall Duration      <24-hr","Runoff Volume QCN    (WS-in)","Peak Runoff, Qp (cfs)"," Time of Peak Runoff (min)",null,null,null,null,null,"1  Hr ","2 Hr ","3 Hr","6 Hr","12  Hr ","24 Hr ",null,"Area (acres) =",null,{"$f":"'WS & UH Data & Runoff Results'!E4","v":100}]
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[null,12,{"$f":"P10_12","v":4.78},{"$f":"'Adjust CN when D<24-hr'!$F88","v":84.79481163112311},{"$f":"'P(t) Distribution 10yr'!$O$125","v":3.1456022689116261},{"$f":"MAX(Q10_12!$DV$5:$DV$353)","v":139.18285265664912},{"$f":"'D-Hour Runoff Ordinates'!K4","v":414},"  ",null,null,null,36,{"$f":"Q10_1!P11","v":17.84129516177228},{"$f":"Q10_2!Z11","v":0.78822662282913925},{"$f":"Q10_3!AJ11","v":1.2790818263615941E-2},{"$f":"Q10_6!BN11","v":0},{"$f":"Q10_12!DV11","v":0},{"$f":"Q10_24!IL11","v":0},null,"Unit Hydrograph Data"]
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[null,null,null,null,null,null,null,null,null,null,null,1848,null,null,null,null,null,{"$f":"Q10_24!IL313","v":4.8366766823467225E-6}]
[null,null,null,null,null,null,null,null,null,null,null,1878,null,null,null,null,null,{"$f":"Q10_24!IL318","v":1.3435091158400359E-6}]
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[null,null,null,null,null,null,null,null,null,null,null,1938,null,null,null,null,null,{"$f":"Q10_24!IL328","v":1.0082759472131362E-7}]
[null,null,null,null,null,null,null,null,null,null,null,1956,null,null,null,null,null,{"$f":"Q10_24!IL331","v":4.6076280603447922E-8}]
[null,null,null,null,null,null,null,null,null,null,null,1998,null,null,null,null,null,{"$f":"Q10_24!IL338","v":7.3407289540930781E-9}]
[null,null,null,null,null,null,null,null,null,null,null,2004,null,null,null,null,null,{"$f":"Q10_24!IL339","v":5.6407446740684424E-9}]
[null,null,null,null,null,null,null,null,null,null,null,2010,null,null,null,null,null,{"$f":"Q10_24!IL340","v":4.333415816672238E-9}]
[null,null,null,null,null,null,null,null,null,null,null,2016,null,null,null,null,null,{"$f":"Q10_24!IL341","v":3.3283042688668754E-9}]
[null,null,null,null,null,null,null,null,null,null,null,2022,null,null,null,null,null,{"$f":"Q10_24!IL342","v":2.5557385356616017E-9}]
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[null,null,null,null,null,null,null,null,null,null,null,2034,null,null,null,null,null,{"$f":"Q10_24!IL344","v":1.5059590919957853E-9}]
[null,null,null,null,null,null,null,null,null,null,null,2040,null,null,null,null,null,{"$f":"Q10_24!IL345","v":1.1556338510846332E-9}]
[null,null,null,null,null,null,null,null,null,null,null,2046,null,null,null,null,null,{"$f":"Q10_24!IL346","v":8.8661593431866815E-10}]
[null,null,null,null,null,null,null,null,null,null,null,2052,null,null,null,null,null,{"$f":"Q10_24!IL347","v":6.8008115366879846E-10}]
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[]
[null,null,null,"Storms with Annual Exceedence Probability =",null,null,null,null,null,null,4,"%"]
[]
[null,"Runoff Results for 25 Year D-Hour Rainfall Events",null,null,null,null,null,null,null,null,null,"Time, min","D-Hour Storm Hydrograph Ordinates",null,null,null,null,null,null,"Watershed Data"]
[null,"Storm Duration  (hrs)","Rainfall Depth              (in)","CN Adjusted for Rainfall Duration      <24-hr","Runoff Volume      QCN             (WS-in)","Peak Runoff     Qp         (cfs)"," Time of Peak       Runoff       (min)",null,null,null,null,null,"1  Hr ","2 Hr ","3 Hr","6 Hr","12  Hr ","24 Hr ",null,"Area (acres) =",null,{"$f":"'WS & UH Data & Runoff Results'!E4","v":100}]
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[null,3,{"$f":"P25_3","v":4.17},{"$f":"'WS & UH Data & Runoff Results'!M30","v":91.519268671196301},{"$f":"'P(t) Distribution 25yr'!$AG$35","v":3.2328478110841368},{"$f":"MAX(Q25_3!$AJ$5:$AJ$105)","v":183.75190140115271},{"$f":"'D-Hour Runoff Ordinates'!U4","v":144},"  ",null,null,null,24,{"$f":"Q25_1!P9","v":3.3512700493837602},{"$f":"Q25_2!Z9","v":0.10327562911274922},{"$f":"Q25_3!AJ9","v":0},{"$f":"Q25_6!BN9","v":0},{"$f":"Q25_12!DV9","v":0},{"$f":"Q25_24!IL9","v":0},null,"Initial Abstraction Ia =",null,{"$f":"Ia","v":{"$error":"#NAME?"}}]
[null,6,{"$f":"P25_6","v":4.9400000000000004},{"$f":"'WS & UH Data & Runoff Results'!M31","v":89.226333042756536},{"$f":"'P(t) Distribution 25yr'!$X$65","v":3.7379152594091898},{"$f":"MAX(Q25_6!$BN$5:$BN$353)","v":186.62649364976892},{"$f":"'D-Hour Runoff Ordinates'!W4","v":234},"<=",null,null,null,30,{"$f":"Q25_1!P10","v":9.5877283685353856},{"$f":"Q25_2!Z10","v":0.45629173630017178},{"$f":"Q25_3!AJ10","v":5.7686499976494819E-3},{"$f":"Q25_6!BN10","v":0},{"$f":"Q25_12!DV10","v":0},{"$f":"Q25_24!IL10","v":0}]
[null,12,{"$f":"P25_12","v":5.84},{"$f":"'WS & UH Data & Runoff Results'!M32","v":84.201169894641666},{"$f":"'P(t) Distribution 25yr'!$O$125","v":4.0679899469074634},{"$f":"MAX(Q25_12!$DV$5:$DV$353)","v":179.73296343577169},{"$f":"'D-Hour Runoff Ordinates'!Y4","v":414},"  ",null,null,null,36,{"$f":"Q25_1!P11","v":23.355050953983032},{"$f":"Q25_2!Z11","v":1.3901330483942185},{"$f":"Q25_3!AJ11","v":5.6079763160081918E-2},{"$f":"Q25_6!BN11","v":0},{"$f":"Q25_12!DV11","v":0},{"$f":"Q25_24!IL11","v":0},null,"Unit Hydrograph Data"]
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[null,null,null,"Storms with Annual Exceedence Probability =",null,null,null,null,null,null,2,"%"]
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[null,null,null,null,null,null,null,null,null,null,null,1938,null,null,null,null,null,{"$f":"Q50_24!IL328","v":1.5240785433824344E-7}]
[null,null,null,null,null,null,null,null,null,null,null,1956,null,null,null,null,null,{"$f":"Q50_24!IL331","v":6.9647403802278209E-8}]
[null,null,null,null,null,null,null,null,null,null,null,1998,null,null,null,null,null,{"$f":"Q50_24!IL338","v":1.1095984029590699E-8}]
[null,null,null,null,null,null,null,null,null,null,null,2004,null,null,null,null,null,{"$f":"Q50_24!IL339","v":8.526346166667342E-9}]
[null,null,null,null,null,null,null,null,null,null,null,2010,null,null,null,null,null,{"$f":"Q50_24!IL340","v":6.5502333212480678E-9}]
[null,null,null,null,null,null,null,null,null,null,null,2016,null,null,null,null,null,{"$f":"Q50_24!IL341","v":5.0309420770195927E-9}]
[null,null,null,null,null,null,null,null,null,null,null,2022,null,null,null,null,null,{"$f":"Q50_24!IL342","v":3.8631592213655002E-9}]
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{"sheet":"100-yr D-hr Storm Hydrographs","index":56,"n_rows":354,"n_cols":22,"rows_kept":139,"cut":true,"hidden":true,"merged":[[13,19,13,20],[14,19,14,20],[15,19,15,20],[16,19,16,20],[17,19,17,20],[7,8,12,9],[7,19,7,20],[8,19,8,20],[9,19,9,20],[11,19,11,21],[12,19,12,20],[1,3,1,9],[4,19,4,20],[5,19,5,20],[6,19,6,20],[3,19,3,21],[3,1,3,6],[3,11,4,11],[3,12,3,17],[4,1,6,1],[4,2,6,2],[4,3,6,3],[4,4,6,4],[4,5,6,5],[4,6,6,6]],"bounds":{"rows_first":62,"rows_last":15,"rows_between":62,"halvings":5}}
[]
[null,null,null,"Storms with Annual Exceedence Probability =",null,null,null,null,null,null,1,"%"]
[]
[null,"Runoff Results for 100 Year D-Hour Rainfall Events",null,null,null,null,null,null,null,null,null,"Time, min","D-Hour Storm Hydrograph Ordinates",null,null,null,null,null,null,"Watershed Data"]
[null,"Storm Duration  (hrs)","Rainfall Depth              (in)","CN Adjusted for Rainfall Duration      <24-hr","Runoff Volume      QCN             (WS-in)","Peak Runoff     Qp         (cfs)"," Time of Peak       Runoff       (min)",null,null,null,null,null,"1  Hr ","2 Hr ","3 Hr","6 Hr","12  Hr ","24 Hr ",null,"Area (acres) =",null,{"$f":"'WS & UH Data & Runoff Results'!E4","v":100}]
[null,null,null,null,null,null,null,null,null,null,null,0,{"$f":"Q100_1!P5","v":0},{"$f":"Q100_2!Z5","v":0},{"$f":"Q100_3!AJ5","v":0},{"$f":"Q100_6!BN5","v":0},{"$f":"Q100_12!DV5","v":0},{"$f":"Q100_24!IL5","v":0},null,"Tc (minutes) =",null,{"$f":"'WS & UH Data & Runoff Results'!TC","v":79.307408311762401}]
[null,null,null,null,null,null,null,null,null,null,null,{"$f":"L6+6","v":6},{"$f":"Q100_1!P6","v":6.4873858292717459E-3},{"$f":"Q100_2!Z6","v":0},{"$f":"Q100_3!AJ6","v":0},{"$f":"Q100_6!BN6","v":0},{"$f":"Q100_12!DV6","v":0},{"$f":"Q100_24!IL6","v":0},null,"PRF =",null,{"$f":"'WS & UH Data & Runoff Results'!H5","v":375}]
[null,1,{"$f":"P100_1","v":3.98},{"$f":"'WS & UH Data & Runoff Results'!M41","v":92.646932459551778},{"$f":"'WS & UH Data & Runoff Results'!N41","v":3.1640941605885584},{"$f":"'WS & UH Data & Runoff Results'!O41","v":217.92571071213129},{"$f":"'WS & UH Data & Runoff Results'!P41","v":84},{"$f":"IF(F8=MAX(F$8:F$13),\"<=\",\"  \")","v":"  "},"The Red Arrow flags the critical storm duration with maximum peak runoff.",null,null,{"$f":"L7+6","v":12},{"$f":"Q100_1!P7","v":0.26898480971247402},{"$f":"Q100_2!Z7","v":0},{"$f":"Q100_3!AJ7","v":0},{"$f":"Q100_6!BN7","v":0},{"$f":"Q100_12!DV7","v":0},{"$f":"Q100_24!IL7","v":0},null,"Standard CN =",null,{"$f":"[0]!CN","v":{"$error":"#NAME?"}}]
[null,2,{"$f":"P100_2","v":5},{"$f":"'WS & UH Data & Runoff Results'!M42","v":92.014074146330941},{"$f":"'WS & UH Data & Runoff Results'!N42","v":4.0907985926614288},{"$f":"'WS & UH Data & Runoff Results'!O42","v":251.72106427566121},{"$f":"'WS & UH Data & Runoff Results'!P42","v":114},"  ",null,null,null,18,{"$f":"Q100_1!P8","v":1.6367867114691155},{"$f":"Q100_2!Z8","v":4.8116049136872813E-2},{"$f":"Q100_3!AJ8","v":0},{"$f":"Q100_6!BN8","v":0},{"$f":"Q100_12!DV8","v":0},{"$f":"Q100_24!IL8","v":0},null,"WS Retention S =",null,{"$f":"S","v":{"$error":"#NAME?"}}]
[null,3,{"$f":"P100_3","v":5.54},{"$f":"'WS & UH Data & Runoff Results'!M43","v":91.243176280081997},{"$f":"'WS & UH Data & Runoff Results'!N43","v":4.5343527956074405},{"$f":"'WS & UH Data & Runoff Results'!O43","v":256.73381222406931},{"$f":"'WS & UH Data & Runoff Results'!P43","v":144},"  ",null,null,null,24,{"$f":"Q100_1!P9","v":5.6155603853779992},{"$f":"Q100_2!Z9","v":0.3235595589160008},{"$f":"Q100_3!AJ9","v":4.5220521589969254E-3},{"$f":"Q100_6!BN9","v":0},{"$f":"Q100_12!DV9","v":0},{"$f":"Q100_24!IL9","v":0},null,"Initial Abstraction Ia =",null,{"$f":"Ia","v":{"$error":"#NAME?"}}]
[null,6,{"$f":"P100_6","v":6.6},{"$f":"'WS & UH Data & Runoff Results'!M44","v":88.729191044207255},{"$f":"'WS & UH Data & Runoff Results'!N44","v":5.2875573142670786},{"$f":"'WS & UH Data & Runoff Results'!O44","v":262.55616188652584},{"$f":"'WS & UH Data & Runoff Results'!P44","v":234},"<=",null,null,null,30,{"$f":"Q100_1!P10","v":14.849228342814964},{"$f":"Q100_2!Z10","v":1.1135081658733443},{"$f":"Q100_3!AJ10","v":5.5955600074942505E-2},{"$f":"Q100_6!BN10","v":0},{"$f":"Q100_12!DV10","v":0},{"$f":"Q100_24!IL10","v":0}]
[null,12,{"$f":"P100_12","v":7.9},{"$f":"'WS & UH Data & Runoff Results'!M45","v":83.431660622526337},{"$f":"'WS & UH Data & Runoff Results'!N45","v":5.9325848758852917},{"$f":"'WS & UH Data & Runoff Results'!O45","v":260.68826980197753},{"$f":"'WS & UH Data & Runoff Results'!P45","v":414},"  ",null,null,null,36,{"$f":"Q100_1!P11","v":34.121712283464632},{"$f":"Q100_2!Z11","v":2.880854186271474},{"$f":"Q100_3!AJ11","v":0.2641414270685713},{"$f":"Q100_6!BN11","v":0},{"$f":"Q100_12!DV11","v":0},{"$f":"Q100_24!IL11","v":0},null,"Unit Hydrograph Data"]
[null,24,{"$f":"P100_24","v":9.2899999999999991},{"$f":"'WS & UH Data & Runoff Results'!M46","v":72.891483092214202},{"$f":"'WS & UH Data & Runoff Results'!N46","v":5.9548428668140554},{"$f":"'WS & UH Data & Runoff Results'!O46","v":232.39512761200018},{"$f":"'WS & UH Data & Runoff Results'!P46","v":774},"  ",null,null,null,42,{"$f":"Q100_1!P12","v":64.388776210391768},{"$f":"Q100_2!Z12","v":6.1978147323261048},{"$f":"Q100_3!AJ12","v":0.78800188896535028},{"$f":"Q100_6!BN12","v":0},{"$f":"Q100_12!DV12","v":0},{"$f":"Q100_24!IL12","v":0},null,"Burst Duration (min) =",null,{"$f":"[0]!BDur","v":6}]
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[0,13110,{"$f":"Q10_1!P2190","v":0},0,7.5689906336638089E-125,7.5689906336638089E-125,6.2248818016929685E-126,4.7954191506903887E-126,13110,null,null,null,null,null,{"$f":"SUM(C$2:C2187)*12*6*60/(Area*43560)","v":2.3449952728673367},13110,null,{"$f":"SUM(H$2:H2187)*12*6*60/(Area*43560)","v":2.3449952728673398},13110,10236]
[0,13116,{"$f":"Q10_1!P2191","v":0},0,6.6099068035257316E-125,6.6099068035257316E-125,5.4361130253158987E-126,4.1877808024929155E-126,13116,null,null,null,null,null,{"$f":"SUM(C$2:C2188)*12*6*60/(Area*43560)","v":2.3449952728673367},13116,null,{"$f":"SUM(H$2:H2188)*12*6*60/(Area*43560)","v":2.3449952728673398},13116,10242]
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[0,13128,{"$f":"Q10_1!P2193","v":0},0,5.0409231077634849E-125,5.0409231077634849E-125,4.1457510037981433E-126,3.1937335343782153E-126,13128,null,null,null,null,null,{"$f":"SUM(C$2:C2190)*12*6*60/(Area*43560)","v":2.3449952728673367},13128,null,{"$f":"SUM(H$2:H2190)*12*6*60/(Area*43560)","v":2.3449952728673398},13128,10254]
[0,13134,{"$f":"Q10_1!P2194","v":0},0,4.402176400887842E-125,4.402176400887842E-125,3.6204335679649799E-126,2.7890483737217027E-126,13134,null,null,null,null,null,{"$f":"SUM(C$2:C2191)*12*6*60/(Area*43560)","v":2.3449952728673367},13134,null,{"$f":"SUM(H$2:H2191)*12*6*60/(Area*43560)","v":2.3449952728673398},13134,10260]
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[0,13152,{"$f":"Q10_1!P2197","v":0},0,2.9318351439080763E-125,2.9318351439080763E-125,2.4111969635300109E-126,1.8574971322111923E-126,13152,null,null,null,null,null,{"$f":"SUM(C$2:C2194)*12*6*60/(Area*43560)","v":2.3449952728673367},13152,null,{"$f":"SUM(H$2:H2194)*12*6*60/(Area*43560)","v":2.3449952728673398},13152,10278]
[0,13158,{"$f":"Q10_1!P2198","v":0},0,2.5603357174658378E-125,2.5603357174658378E-125,2.1056687721336016E-126,1.622129492025692E-126,13158,null,null,null,null,null,{"$f":"SUM(C$2:C2195)*12*6*60/(Area*43560)","v":2.3449952728673367},13158,null,{"$f":"SUM(H$2:H2195)*12*6*60/(Area*43560)","v":2.3449952728673398},13158,10284]
[0,13164,{"$f":"Q10_1!P2199","v":0},0,2.2359098190606994E-125,2.2359098190606994E-125,1.8388547451749657E-126,1.4165858150032165E-126,13164,null,null,null,null,null,{"$f":"SUM(C$2:C2196)*12*6*60/(Area*43560)","v":2.3449952728673367},13164,null,{"$f":"SUM(H$2:H2196)*12*6*60/(Area*43560)","v":2.3449952728673398},13164,10290]
[0,13170,{"$f":"Q10_1!P2200","v":0},0,1.952592656060056E-125,1.952592656060056E-125,1.605849323788112E-126,1.2370870396803956E-126,13170,null,null,null,null,null,{"$f":"SUM(C$2:C2197)*12*6*60/(Area*43560)","v":2.3449952728673367},13170,null,{"$f":"SUM(H$2:H2197)*12*6*60/(Area*43560)","v":2.3449952728673398},13170,10296]
[0,13176,{"$f":"Q10_1!P2201","v":0},0,1.7051752481239769E-125,1.7051752481239769E-125,1.4023685435063389E-126,1.0803329579731321E-126,13176,null,null,null,null,null,{"$f":"SUM(C$2:C2198)*12*6*60/(Area*43560)","v":2.3449952728673367},13176,null,{"$f":"SUM(H$2:H2198)*12*6*60/(Area*43560)","v":2.3449952728673398},13176,10302]
[0,13182,{"$f":"Q10_1!P2202","v":0},0,1.4891086565293505E-125,1.4891086565293505E-125,1.2246712706375828E-126,9.4344153858770119E-127,13182,null,null,null,null,null,{"$f":"SUM(C$2:C2199)*12*6*60/(Area*43560)","v":2.3449952728673367},13182,null,{"$f":"SUM(H$2:H2199)*12*6*60/(Area*43560)","v":2.3449952728673398},13182,10308]
[0,13188,{"$f":"Q10_1!P2203","v":0},0,1.3004203488118102E-125,1.3004203488118102E-125,1.0694904189558299E-126,8.2389593889892718E-127,13188,null,null,null,null,null,{"$f":"SUM(C$2:C2200)*12*6*60/(Area*43560)","v":2.3449952728673367},13188,null,{"$f":"SUM(H$2:H2200)*12*6*60/(Area*43560)","v":2.3449952728673398},13188,10314]

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[]
[null,null,null,null,"Runoff Results for 24-Hour Rainfall Events"]
[]
[null,null,null,null,null,null,null,null,null,null,null,"24-Hour Storm Hydrograph Ordinates"]
[null,"Runoff Results for 24-Hour Rainfall Events",null,null,null,null,null,null,null,null,"Time, min","Annual Exceedance Probability ",null,null,null,null,null,null,null,"Watershed Data"]
[null,"AEP             (%)","Return Period      (yrs)","Rainfall Depth               (in)","Runoff Volume QCN (WS-in)","Peak             Runoff, Qp (cfs)"," Time of Peak Runoff (min)",null,null,null,null,1,0.5,0.2,0.1,0.04,0.02,0.01,null,"Area (acres) =",null,{"$f":"'WS & UH Data & Runoff Results'!E4","v":100}]
[null,null,null,null,null,null,null,null,null,null,0,{"$f":"'1 yr_Q_24_2'!IL5","v":0},{"$f":"'2 yr_Q_24_2'!IL5","v":0},{"$f":"'5 yr_Q_24_2'!IL5","v":0},{"$f":"'10 yr_Q_24_2'!IL5","v":0},{"$f":"'25 yr_Q_24_2'!IL5","v":0},{"$f":"'50 yr_Q_24_2'!IL5","v":0},{"$f":"'100 yr_Q_24_2'!IL5","v":0},null,"Tc (minutes) =",null,{"$f":"'WS & UH Data & Runoff Results'!TC","v":79.307408311762401}]
[null,null,null,null,null,null,null,null,null,null,{"$f":"K7+BDur","v":6},{"$f":"'1 yr_Q_24_2'!IL6","v":1.564587373990897E-5},{"$f":"'2 yr_Q_24_2'!IL6","v":2.3160943216893176E-5},{"$f":"'5 yr_Q_24_2'!IL6","v":3.836245638729745E-5},{"$f":"'10 yr_Q_24_2'!IL6","v":0},{"$f":"'25 yr_Q_24_2'!IL6","v":0},{"$f":"'50 yr_Q_24_2'!IL6","v":0},{"$f":"'100 yr_Q_24_2'!IL6","v":0},null,"PRF =",null,{"$f":"'WS & UH Data & Runoff Results'!H5","v":375}]
[null,100,1,{"$f":"P2_24_1","v":3.09},{"$f":"'24 Hour Distribution'!F245","v":1.6022869580791239},{"$f":"MAX('1 yr_Q_24_2'!$IL$5:$IL$353)","v":59.224861245430105},{"$f":"'1 yr_Pond_24_2 hr'!L$20","v":774},null,null,null,12,{"$f":"'1 yr_Q_24_2'!IL7","v":9.276256328661183E-5},{"$f":"'2 yr_Q_24_2'!IL7","v":1.3730437075918224E-4},{"$f":"'5 yr_Q_24_2'!IL7","v":2.2738529973583726E-4},{"$f":"'10 yr_Q_24_2'!IL7","v":0},{"$f":"'25 yr_Q_24_2'!IL7","v":0},{"$f":"'50 yr_Q_24_2'!IL7","v":0},{"$f":"'100 yr_Q_24_2'!IL7","v":0},null,"Standard CN =",null,{"$f":"'WS & UH Data & Runoff Results'!E11","v":73.603523028512626}]
[null,50,2,{"$f":"P2_24_2","v":3.76},{"$f":"'24 Hour Distribution'!M245","v":2.1326752367210635},{"$f":"MAX('2 yr_Q_24_2'!$IL$5:$IL$353)","v":79.229979776620937},{"$f":"'2 yr_Pond_24_2 hr'!L$20","v":774},null,null,null,18,{"$f":"'1 yr_Q_24_2'!IL8","v":2.9588408563656788E-4},{"$f":"'2 yr_Q_24_2'!IL8","v":4.379052457432582E-4},{"$f":"'5 yr_Q_24_2'!IL8","v":7.2505794236099033E-4},{"$f":"'10 yr_Q_24_2'!IL8","v":0},{"$f":"'25 yr_Q_24_2'!IL8","v":0},{"$f":"'50 yr_Q_24_2'!IL8","v":0},{"$f":"'100 yr_Q_24_2'!IL8","v":0},null,"WS Retention S =",null,{"$f":"1000/V9-10","v":3.5863061828252256}]
[null,20,5,{"$f":"P2_24_5","v":4.84},{"$f":"'24 Hour Distribution'!T245","v":3.0387162305188338},{"$f":"MAX('5 yr_Q_24_2'!$IL$5:$IL$353)","v":113.42527094446066},{"$f":"'5 yr_Pond_24_2 hr'!L$20","v":774},null,null,null,24,{"$f":"'1 yr_Q_24_2'!IL9","v":6.9259291125572334E-4},{"$f":"'2 yr_Q_24_2'!IL9","v":1.024893705769357E-3},{"$f":"'5 yr_Q_24_2'!IL9","v":1.6965960003528387E-3},{"$f":"'10 yr_Q_24_2'!IL9","v":0},{"$f":"'25 yr_Q_24_2'!IL9","v":0},{"$f":"'50 yr_Q_24_2'!IL9","v":0},{"$f":"'100 yr_Q_24_2'!IL9","v":0},null,"Initial Abstraction Ia =",null,{"$f":"0.2*V10","v":0.71726123656504515}]
[null,10,10,{"$f":"P2_24_10","v":5.74},{"$f":"'24 Hour Distribution'!AA245","v":2.9560313739385538},{"$f":"MAX('10 yr_Q_24_2'!$IL$5:$IL$353)","v":114.36625749021431},{"$f":"'10 yr_Pond_24_2 hr'!L$20","v":774},null,null,null,30,{"$f":"'1 yr_Q_24_2'!IL10","v":1.343338365285166E-3},{"$f":"'2 yr_Q_24_2'!IL10","v":1.9875784367864233E-3},{"$f":"'5 yr_Q_24_2'!IL10","v":3.289457376320238E-3},{"$f":"'10 yr_Q_24_2'!IL10","v":0},{"$f":"'25 yr_Q_24_2'!IL10","v":0},{"$f":"'50 yr_Q_24_2'!IL10","v":0},{"$f":"'100 yr_Q_24_2'!IL10","v":0}]
[null,4,25,{"$f":"P2_24_25","v":7.04},{"$f":"'24 Hour Distribution'!AH245","v":4.0343974305748702},{"$f":"MAX('25 yr_Q_24_2'!$IL$5:$IL$353)","v":157.2134965940555},{"$f":"'25 yr_Pond_24_2 hr'!L$20","v":774},null,null,null,36,{"$f":"'1 yr_Q_24_2'!IL11","v":2.2959769912400865E-3},{"$f":"'2 yr_Q_24_2'!IL11","v":3.3965712204002967E-3},{"$f":"'5 yr_Q_24_2'!IL11","v":5.6199844130652736E-3},{"$f":"'10 yr_Q_24_2'!IL11","v":0},{"$f":"'25 yr_Q_24_2'!IL11","v":0},{"$f":"'50 yr_Q_24_2'!IL11","v":0},{"$f":"'100 yr_Q_24_2'!IL11","v":0},null,"Unit Hydrograph Data"]
[null,2,50,{"$f":"P2_24_50","v":8.1199999999999992},{"$f":"'24 Hour Distribution'!AO245","v":4.9678162931904275},{"$f":"MAX('50 yr_Q_24_2'!$IL$5:$IL$353)","v":193.99737104365701},{"$f":"'50 yr_Pond_24_2 hr'!L$20","v":774},null,null," ",42,{"$f":"'1 yr_Q_24_2'!IL12","v":3.584317462767717E-3},{"$f":"'2 yr_Q_24_2'!IL12","v":5.3016406922802295E-3},{"$f":"'5 yr_Q_24_2'!IL12","v":8.7698700389129899E-3},{"$f":"'10 yr_Q_24_2'!IL12","v":0},{"$f":"'25 yr_Q_24_2'!IL12","v":0},{"$f":"'50 yr_Q_24_2'!IL12","v":0},{"$f":"'100 yr_Q_24_2'!IL12","v":0},null,"Burst Duration (min) =",null,{"$f":"[0]!BDur","v":6}]
[null,1,100,{"$f":"P2_24_100","v":9.2899999999999991},{"$f":"'24 Hour Distribution'!AV245","v":6.006841244339177},{"$f":"MAX('100 yr_Q_24_2'!$IL$5:$IL$353)","v":234.60298152596607},{"$f":"'100 yr_Pond_24_2 hr'!L$20","v":774},null,null,null,48,{"$f":"'1 yr_Q_24_2'!IL13","v":5.2288276071996102E-3},{"$f":"'2 yr_Q_24_2'!IL13","v":7.7327715739989129E-3},{"$f":"'5 yr_Q_24_2'!IL13","v":1.2787946115670728E-2},{"$f":"'10 yr_Q_24_2'!IL13","v":0},{"$f":"'25 yr_Q_24_2'!IL13","v":0},{"$f":"'50 yr_Q_24_2'!IL13","v":0},{"$f":"'100 yr_Q_24_2'!IL13","v":0},null,"G-fn n =",null,{"$f":"'WS & UH Data & Runoff Results'!H6","v":3.2954545454545454}]
[null,null,null,null,null,null,null,null,null,null,54,{"$f":"'1 yr_Q_24_2'!IL14","v":7.236006602407744E-3},{"$f":"'2 yr_Q_24_2'!IL14","v":1.069925265923187E-2},{"$f":"'5 yr_Q_24_2'!IL14","v":1.768871924773548E-2},{"$f":"'10 yr_Q_24_2'!IL14","v":0},{"$f":"'25 yr_Q_24_2'!IL14","v":0},{"$f":"'50 yr_Q_24_2'!IL14","v":0},{"$f":"'100 yr_Q_24_2'!IL14","v":0},null,"Lag time =",null,{"$f":"Lagtime","v":47.584444987057438}]
[null,null,null,null,null,null,null,null,null,null,60,{"$f":"'1 yr_Q_24_2'!IL15","v":9.6064274338513583E-3},{"$f":"'2 yr_Q_24_2'!IL15","v":1.4201573111133917E-2},{"$f":"'5 yr_Q_24_2'!IL15","v":2.3472051184495399E-2},{"$f":"'10 yr_Q_24_2'!IL15","v":0},{"$f":"'25 yr_Q_24_2'!IL15","v":0},{"$f":"'50 yr_Q_24_2'!IL15","v":0},{"$f":"'100 yr_Q_24_2'!IL15","v":0},null,"Adjusted Tc =",null,{"$f":"AdjTC","v":78}]
[null,null,null,null,null,null,null,null,null,null,66,{"$f":"'1 yr_Q_24_2'!IL16","v":1.2334040052917212E-2},{"$f":"'2 yr_Q_24_2'!IL16","v":1.8230409305276918E-2},{"$f":"'5 yr_Q_24_2'!IL16","v":3.0121529743487998E-2},{"$f":"'10 yr_Q_24_2'!IL16","v":0},{"$f":"'25 yr_Q_24_2'!IL16","v":0},{"$f":"'50 yr_Q_24_2'!IL16","v":0},{"$f":"'100 yr_Q_24_2'!IL16","v":0},null,"UH_Tp =",null,{"$f":"[0]!UH_Tp","v":48}]
[null,null,null,null,null,null,null,null,null,null,72,{"$f":"'1 yr_Q_24_2'!IL17","v":1.540432998162752E-2},{"$f":"'2 yr_Q_24_2'!IL17","v":2.2763920338456711E-2},{"$f":"'5 yr_Q_24_2'!IL17","v":3.7600046113461939E-2},{"$f":"'10 yr_Q_24_2'!IL17","v":0},{"$f":"'25 yr_Q_24_2'!IL17","v":0},{"$f":"'50 yr_Q_24_2'!IL17","v":0},{"$f":"'100 yr_Q_24_2'!IL17","v":0},null,"UH_Qp =",null,{"$f":"[0]!UH_Qp","v":73.2421875}]
[null,null,null,null,null,null,null,null,null,null,78,{"$f":"'1 yr_Q_24_2'!IL18","v":1.8804073001495107E-2},{"$f":"'2 yr_Q_24_2'!IL18","v":2.7782156203317795E-2},{"$f":"'5 yr_Q_24_2'!IL18","v":4.5873575335296221E-2},{"$f":"'10 yr_Q_24_2'!IL18","v":0},{"$f":"'25 yr_Q_24_2'!IL18","v":0},{"$f":"'50 yr_Q_24_2'!IL18","v":0},{"$f":"'100 yr_Q_24_2'!IL18","v":0}]
[null,null,null,null,null,null,null,null,null,null,84,{"$f":"'1 yr_Q_24_2'!IL19","v":2.2518704470935621E-2},{"$f":"'2 yr_Q_24_2'!IL19","v":3.3263186439850448E-2},{"$f":"'5 yr_Q_24_2'!IL19","v":5.4904824800673969E-2},{"$f":"'10 yr_Q_24_2'!IL19","v":0},{"$f":"'25 yr_Q_24_2'!IL19","v":0},{"$f":"'50 yr_Q_24_2'!IL19","v":0},{"$f":"'100 yr_Q_24_2'!IL19","v":0}]
[null,null,null,null,null,null,null,null,null,null,90,{"$f":"'1 yr_Q_24_2'!IL20","v":2.6528214160617153E-2},{"$f":"'2 yr_Q_24_2'!IL20","v":3.9177052496634883E-2},{"$f":"'5 yr_Q_24_2'!IL20","v":6.46432949856654E-2},{"$f":"'10 yr_Q_24_2'!IL20","v":0},{"$f":"'25 yr_Q_24_2'!IL20","v":0},{"$f":"'50 yr_Q_24_2'!IL20","v":0},{"$f":"'100 yr_Q_24_2'!IL20","v":0}]
[null,null,null,null,null,null,null,null,null,null,96,{"$f":"'1 yr_Q_24_2'!IL21","v":3.0813965119920628E-2},{"$f":"'2 yr_Q_24_2'!IL21","v":4.5495831489825694E-2},{"$f":"'5 yr_Q_24_2'!IL21","v":7.504186814885519E-2},{"$f":"'10 yr_Q_24_2'!IL21","v":0},{"$f":"'25 yr_Q_24_2'!IL21","v":0},{"$f":"'50 yr_Q_24_2'!IL21","v":0},{"$f":"'100 yr_Q_24_2'!IL21","v":0}]
[null,null,null,null,null,null,null,null,null,null,102,{"$f":"'1 yr_Q_24_2'!IL22","v":3.5359472896348158E-2},{"$f":"'2 yr_Q_24_2'!IL22","v":5.2194787714623082E-2},{"$f":"'5 yr_Q_24_2'!IL22","v":8.605871042270892E-2},{"$f":"'10 yr_Q_24_2'!IL22","v":0},{"$f":"'25 yr_Q_24_2'!IL22","v":0},{"$f":"'50 yr_Q_24_2'!IL22","v":0},{"$f":"'100 yr_Q_24_2'!IL22","v":0}]
[null,null,null,null,null,null,null,null,null,null,108,{"$f":"'1 yr_Q_24_2'!IL23","v":4.0150393314775212E-2},{"$f":"'2 yr_Q_24_2'!IL23","v":5.9252355325736077E-2},{"$f":"'5 yr_Q_24_2'!IL23","v":9.7657245204931437E-2},{"$f":"'10 yr_Q_24_2'!IL23","v":0},{"$f":"'25 yr_Q_24_2'!IL23","v":0},{"$f":"'50 yr_Q_24_2'!IL23","v":0},{"$f":"'100 yr_Q_24_2'!IL23","v":0}]
[null,null,null,null,null,null,null,null,null,null,114,{"$f":"'1 yr_Q_24_2'!IL24","v":4.5179479689926097E-2},{"$f":"'2 yr_Q_24_2'!IL24","v":6.6657434641661364E-2},{"$f":"'5 yr_Q_24_2'!IL24","v":0.10981812782728571},{"$f":"'10 yr_Q_24_2'!IL24","v":0},{"$f":"'25 yr_Q_24_2'!IL24","v":0},{"$f":"'50 yr_Q_24_2'!IL24","v":0},{"$f":"'100 yr_Q_24_2'!IL24","v":0}]
[null,null,null,null,null,null,null,null,null,null,120,{"$f":"'1 yr_Q_24_2'!IL25","v":5.0439915565259341E-2},{"$f":"'2 yr_Q_24_2'!IL25","v":7.4399573956121678E-2},{"$f":"'5 yr_Q_24_2'!IL25","v":0.12252311907452651},{"$f":"'10 yr_Q_24_2'!IL25","v":0},{"$f":"'25 yr_Q_24_2'!IL25","v":0},{"$f":"'50 yr_Q_24_2'!IL25","v":0},{"$f":"'100 yr_Q_24_2'!IL25","v":0}]
[null,null,null,null,null,null,null,null,null,null,126,{"$f":"'1 yr_Q_24_2'!IL26","v":5.5917799627198152E-2},{"$f":"'2 yr_Q_24_2'!IL26","v":8.245790618032306E-2},{"$f":"'5 yr_Q_24_2'!IL26","v":0.13573692220302364},{"$f":"'10 yr_Q_24_2'!IL26","v":0},{"$f":"'25 yr_Q_24_2'!IL26","v":0},{"$f":"'50 yr_Q_24_2'!IL26","v":0},{"$f":"'100 yr_Q_24_2'!IL26","v":0}]
[null,null,null,null,null,null,null,null,null,null,132,{"$f":"'1 yr_Q_24_2'!IL27","v":6.1601547002084485E-2},{"$f":"'2 yr_Q_24_2'!IL27","v":9.0814990005501972E-2},{"$f":"'5 yr_Q_24_2'!IL27","v":0.14942990888468496},{"$f":"'10 yr_Q_24_2'!IL27","v":0},{"$f":"'25 yr_Q_24_2'!IL27","v":0},{"$f":"'50 yr_Q_24_2'!IL27","v":0},{"$f":"'100 yr_Q_24_2'!IL27","v":0}]
[null,null,null,null,null,null,null,null,null,null,138,{"$f":"'1 yr_Q_24_2'!IL28","v":6.7482370070762673E-2},{"$f":"'2 yr_Q_24_2'!IL28","v":9.9457515446738115E-2},{"$f":"'5 yr_Q_24_2'!IL28","v":0.16357927147750723},{"$f":"'10 yr_Q_24_2'!IL28","v":0},{"$f":"'25 yr_Q_24_2'!IL28","v":0},{"$f":"'50 yr_Q_24_2'!IL28","v":0},{"$f":"'100 yr_Q_24_2'!IL28","v":0}]
[null,null,null,null,null,null,null,null,null,null,144,{"$f":"'1 yr_Q_24_2'!IL29","v":7.3553788743416393E-2},{"$f":"'2 yr_Q_24_2'!IL29","v":0.10837558043709151},{"$f":"'5 yr_Q_24_2'!IL29","v":0.17816782892806413},{"$f":"'10 yr_Q_24_2'!IL29","v":0},{"$f":"'25 yr_Q_24_2'!IL29","v":0},{"$f":"'50 yr_Q_24_2'!IL29","v":0},{"$f":"'100 yr_Q_24_2'!IL29","v":0}]
[null,null,null,null,null,null,null,null,null,null,150,{"$f":"'1 yr_Q_24_2'!IL30","v":7.9811076672947442E-2},{"$f":"'2 yr_Q_24_2'!IL30","v":0.11756187334606455},{"$f":"'5 yr_Q_24_2'!IL30","v":0.19318267884459006},{"$f":"'10 yr_Q_24_2'!IL30","v":0},{"$f":"'25 yr_Q_24_2'!IL30","v":0},{"$f":"'50 yr_Q_24_2'!IL30","v":0},{"$f":"'100 yr_Q_24_2'!IL30","v":0}]
[null,null,null,null,null,null,null,null,null,null,156,{"$f":"'1 yr_Q_24_2'!IL31","v":8.6250799227288066E-2},{"$f":"'2 yr_Q_24_2'!IL31","v":0.12701099087437948},{"$f":"'5 yr_Q_24_2'!IL31","v":0.20861407259642478},{"$f":"'10 yr_Q_24_2'!IL31","v":0},{"$f":"'25 yr_Q_24_2'!IL31","v":0},{"$f":"'50 yr_Q_24_2'!IL31","v":0},{"$f":"'100 yr_Q_24_2'!IL31","v":0}]
[null,null,null,null,null,null,null,null,null,null,162,{"$f":"'1 yr_Q_24_2'!IL32","v":9.287046228710423E-2},{"$f":"'2 yr_Q_24_2'!IL32","v":0.1367189193825582},{"$f":"'5 yr_Q_24_2'!IL32","v":0.2244545594732012},{"$f":"'10 yr_Q_24_2'!IL32","v":0},{"$f":"'25 yr_Q_24_2'!IL32","v":0},{"$f":"'50 yr_Q_24_2'!IL32","v":0},{"$f":"'100 yr_Q_24_2'!IL32","v":0}]
[null,null,null,null,null,null,null,null,null,null,168,{"$f":"'1 yr_Q_24_2'!IL33","v":9.9660469779847841E-2},{"$f":"'2 yr_Q_24_2'!IL33","v":0.14667122996335769},{"$f":"'5 yr_Q_24_2'!IL33","v":0.24067969663323915},{"$f":"'10 yr_Q_24_2'!IL33","v":0},{"$f":"'25 yr_Q_24_2'!IL33","v":0},{"$f":"'50 yr_Q_24_2'!IL33","v":0},{"$f":"'100 yr_Q_24_2'!IL33","v":0}]
[null,null,null,null,null,null,null,null,null,null,174,{"$f":"'1 yr_Q_24_2'!IL34","v":0.10661387978235426},{"$f":"'2 yr_Q_24_2'!IL34","v":0.15685739769776624},{"$f":"'5 yr_Q_24_2'!IL34","v":0.25727144501184718},{"$f":"'10 yr_Q_24_2'!IL34","v":0},{"$f":"'25 yr_Q_24_2'!IL34","v":0},{"$f":"'50 yr_Q_24_2'!IL34","v":0},{"$f":"'100 yr_Q_24_2'!IL34","v":0}]
[null,null,null,null,null,null,null,null,null,null,180,{"$f":"'1 yr_Q_24_2'!IL35","v":0.11373733831816502},{"$f":"'2 yr_Q_24_2'!IL35","v":0.16728684447652364},{"$f":"'5 yr_Q_24_2'!IL35","v":0.27424436851209538},{"$f":"'10 yr_Q_24_2'!IL35","v":0},{"$f":"'25 yr_Q_24_2'!IL35","v":0},{"$f":"'50 yr_Q_24_2'!IL35","v":0},{"$f":"'100 yr_Q_24_2'!IL35","v":0}]
[null,null,null,null,null,null,null,null,null,null,186,{"$f":"'1 yr_Q_24_2'!IL36","v":0.12103621908128315},{"$f":"'2 yr_Q_24_2'!IL36","v":0.17796712330639267},{"$f":"'5 yr_Q_24_2'!IL36","v":0.29160997697803992},{"$f":"'10 yr_Q_24_2'!IL36","v":0},{"$f":"'25 yr_Q_24_2'!IL36","v":0},{"$f":"'50 yr_Q_24_2'!IL36","v":0},{"$f":"'100 yr_Q_24_2'!IL36","v":0}]
[null,null,null,null,null,null,null,null,null,null,192,{"$f":"'1 yr_Q_24_2'!IL37","v":0.12851360767799444},{"$f":"'2 yr_Q_24_2'!IL37","v":0.18890242735559598},{"$f":"'5 yr_Q_24_2'!IL37","v":0.30937428988907223},{"$f":"'10 yr_Q_24_2'!IL37","v":0},{"$f":"'25 yr_Q_24_2'!IL37","v":0},{"$f":"'50 yr_Q_24_2'!IL37","v":0},{"$f":"'100 yr_Q_24_2'!IL37","v":0}]
[null,null,null,null,null,null,null,null,null,null,198,{"$f":"'1 yr_Q_24_2'!IL38","v":0.13616149250523849},{"$f":"'2 yr_Q_24_2'!IL38","v":0.20008068723278852},{"$f":"'5 yr_Q_24_2'!IL38","v":0.32751682343005462},{"$f":"'10 yr_Q_24_2'!IL38","v":0},{"$f":"'25 yr_Q_24_2'!IL38","v":0},{"$f":"'50 yr_Q_24_2'!IL38","v":0},{"$f":"'100 yr_Q_24_2'!IL38","v":0}]
[null,null,null,null,null,null,null,null,null,null,204,{"$f":"'1 yr_Q_24_2'!IL39","v":0.14397334983739679},{"$f":"'2 yr_Q_24_2'!IL39","v":0.21149201399029877},{"$f":"'5 yr_Q_24_2'!IL39","v":0.34602065094890788},{"$f":"'10 yr_Q_24_2'!IL39","v":0},{"$f":"'25 yr_Q_24_2'!IL39","v":0},{"$f":"'50 yr_Q_24_2'!IL39","v":0},{"$f":"'100 yr_Q_24_2'!IL39","v":0}]
[null,null,null,null,null,null,null,null,null,null,210,{"$f":"'1 yr_Q_24_2'!IL40","v":0.15195788432283966},{"$f":"'2 yr_Q_24_2'!IL40","v":0.22314882782115716},{"$f":"'5 yr_Q_24_2'!IL40","v":0.36490519162288682},{"$f":"'10 yr_Q_24_2'!IL40","v":0},{"$f":"'25 yr_Q_24_2'!IL40","v":0},{"$f":"'50 yr_Q_24_2'!IL40","v":0},{"$f":"'100 yr_Q_24_2'!IL40","v":0}]
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[]
[]
[null,null,null,"Sloping pond bottom adjusted elevation = Pond Bottom + BDSLP*bottom length ="]
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[]
[null,"Rating Curve for First Stage Orifice",null,null,null,null,"Rating Curve for Second Stage Orifice",null,null,null,"Rating Curve for Upper-Stage Weir",null,null,null,"Rating Curve for Overflow Spillway",null,"Seepage through Pond Bottom, cfs","Seepage through Pond Sides, cfs","Outflow    Q, cfs"]
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[0,24,{"$f":"'100 yr_Q_24_2'!IL9","v":0},0,0,0,0,0,24,null,{"$f":"'2S_Dt+Q'!B7","v":4},{"$f":"'2S_Dt+Q'!D7","v":3.281662865410703},{"$f":"'2S_Dt+Q'!C7","v":9150},{"$f":"'2S_Dt+Q'!E7","v":54.114996198744038},null,{"$f":"SUM(C$2:C6)*12*6*60/(Area*43560)","v":0},24,null,{"$f":"SUM(H$2:H6)*12*6*60/(Area*43560)","v":0},24]
[0,30,{"$f":"'100 yr_Q_24_2'!IL10","v":0},0,0,0,0,0,30,null,{"$f":"'2S_Dt+Q'!B8","v":5},{"$f":"'2S_Dt+Q'!D8","v":10.456008072845687},{"$f":"'2S_Dt+Q'!C8","v":12250},{"$f":"'2S_Dt+Q'!E8","v":78.511563628401248},null,{"$f":"SUM(C$2:C7)*12*6*60/(Area*43560)","v":0},30,null,{"$f":"SUM(H$2:H7)*12*6*60/(Area*43560)","v":0},30]
[0,36,{"$f":"'100 yr_Q_24_2'!IL11","v":0},0,0,0,0,0,36,null,{"$f":"'2S_Dt+Q'!B9","v":6},{"$f":"'2S_Dt+Q'!D9","v":23.025655258998711},{"$f":"'2S_Dt+Q'!C9","v":15750},{"$f":"'2S_Dt+Q'!E9","v":110.52565525899871},null,{"$f":"SUM(C$2:C8)*12*6*60/(Area*43560)","v":0},36,null,{"$f":"SUM(H$2:H8)*12*6*60/(Area*43560)","v":0},36]
[0,42,{"$f":"'100 yr_Q_24_2'!IL12","v":0},0,0,0,0,0,42,null,{"$f":"'2S_Dt+Q'!B10","v":7},{"$f":"'2S_Dt+Q'!D10","v":99.09675343750466},{"$f":"'2S_Dt+Q'!C10","v":19600},{"$f":"'2S_Dt+Q'!E10","v":207.98564232639353},null,{"$f":"SUM(C$2:C9)*12*6*60/(Area*43560)","v":0},42,null,{"$f":"SUM(H$2:H9)*12*6*60/(Area*43560)","v":0},42]
[0,48,{"$f":"'100 yr_Q_24_2'!IL13","v":0},0,0,0,0,0,48,null,{"$f":"'2S_Dt+Q'!B11","v":8},{"$f":"'2S_Dt+Q'!D11","v":227.72536601737471},{"$f":"'2S_Dt+Q'!C11","v":23800},{"$f":"'2S_Dt+Q'!E11","v":359.94758823959694},null,{"$f":"SUM(C$2:C10)*12*6*60/(Area*43560)","v":0},48,null,{"$f":"SUM(H$2:H10)*12*6*60/(Area*43560)","v":0},48]
[0,54,{"$f":"'100 yr_Q_24_2'!IL14","v":0},0,0,0,0,0,54,null,{"$f":"'2S_Dt+Q'!B12","v":9},{"$f":"'2S_Dt+Q'!D12","v":391.16892289432622},{"$f":"'2S_Dt+Q'!C12","v":28400},{"$f":"'2S_Dt+Q'!E12","v":548.94670067210404},null,{"$f":"SUM(C$2:C11)*12*6*60/(Area*43560)","v":0},54,null,{"$f":"SUM(H$2:H11)*12*6*60/(Area*43560)","v":0},54]
[0,60,{"$f":"'100 yr_Q_24_2'!IL15","v":0},0,0,0,0,0,60,null,{"$f":"'2S_Dt+Q'!B13","v":10},{"$f":"'2S_Dt+Q'!D13","v":0},{"$f":"'2S_Dt+Q'!C13","v":0},{"$f":"'2S_Dt+Q'!E13","v":0},null,{"$f":"SUM(C$2:C12)*12*6*60/(Area*43560)","v":0},60,null,{"$f":"SUM(H$2:H12)*12*6*60/(Area*43560)","v":0},60]
[0,66,{"$f":"'100 yr_Q_24_2'!IL16","v":0},0,0,0,0,0,66,null,null,null,null,null,null,{"$f":"SUM(C$2:C13)*12*6*60/(Area*43560)","v":0},66,null,{"$f":"SUM(H$2:H13)*12*6*60/(Area*43560)","v":0},66]
[0,72,{"$f":"'100 yr_Q_24_2'!IL17","v":0},0,0,0,0,0,72,null,null,null,null,null,null,{"$f":"SUM(C$2:C14)*12*6*60/(Area*43560)","v":0},72,null,{"$f":"SUM(H$2:H14)*12*6*60/(Area*43560)","v":0},72]
[0,78,{"$f":"'100 yr_Q_24_2'!IL18","v":0},0,0,0,0,0,78,null,null,null,null,null,null,{"$f":"SUM(C$2:C15)*12*6*60/(Area*43560)","v":0},78,null,{"$f":"SUM(H$2:H15)*12*6*60/(Area*43560)","v":0},78]
[0,84,{"$f":"'100 yr_Q_24_2'!IL19","v":0},0,0,0,0,0,84,null,null,null,null,null,null,{"$f":"SUM(C$2:C16)*12*6*60/(Area*43560)","v":0},84,null,{"$f":"SUM(H$2:H16)*12*6*60/(Area*43560)","v":0},84]
[0,90,{"$f":"'100 yr_Q_24_2'!IL20","v":0},0,0,0,0,0,90,null,null,null,null,null,null,{"$f":"SUM(C$2:C17)*12*6*60/(Area*43560)","v":0},90,null,{"$f":"SUM(H$2:H17)*12*6*60/(Area*43560)","v":0},90]
[0,96,{"$f":"'100 yr_Q_24_2'!IL21","v":0},0,0,0,0,0,96,null,"Inflow",null,null,null,null,{"$f":"SUM(C$2:C18)*12*6*60/(Area*43560)","v":0},96,null,{"$f":"SUM(H$2:H18)*12*6*60/(Area*43560)","v":0},96]
[0,102,{"$f":"'100 yr_Q_24_2'!IL22","v":0},0,0,0,0,0,102,null,"Peak =",{"$f":"MAX(A2:A700)","v":234.60298152596607},"cfs",null,null,{"$f":"SUM(C$2:C19)*12*6*60/(Area*43560)","v":0},102,null,{"$f":"SUM(H$2:H19)*12*6*60/(Area*43560)","v":0},102]
[0,108,{"$f":"'100 yr_Q_24_2'!IL23","v":0},0,0,0,0,0,108,null,"Time =",{"$f":"VLOOKUP(L19,A2:B700,2,FALSE)","v":774},"minutes",null,null,{"$f":"SUM(C$2:C20)*12*6*60/(Area*43560)","v":0},108,null,{"$f":"SUM(H$2:H20)*12*6*60/(Area*43560)","v":0},108]
[0,114,{"$f":"'100 yr_Q_24_2'!IL24","v":0},0,0,0,0,0,114,null,"Outtlow",null,null,null,null,{"$f":"SUM(C$2:C21)*12*6*60/(Area*43560)","v":0},114,null,{"$f":"SUM(H$2:H21)*12*6*60/(Area*43560)","v":0},114]
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[0,126,{"$f":"'100 yr_Q_24_2'!IL26","v":0},0,0,0,0,0,126,null,"Time =",{"$f":"VLOOKUP(L22,H2:I700,2,FALSE)","v":{"$error":"#VALUE!"}},"minutes",null,null,{"$f":"SUM(C$2:C23)*12*6*60/(Area*43560)","v":0},126,null,{"$f":"SUM(H$2:H23)*12*6*60/(Area*43560)","v":0},126]
[0,132,{"$f":"'100 yr_Q_24_2'!IL27","v":0},0,0,0,0,0,132,null,"Max Depth =",{"$f":"MAX(G2:G700)","v":{"$error":"#VALUE!"}},"ft",null,null,{"$f":"SUM(C$2:C24)*12*6*60/(Area*43560)","v":0},132,null,{"$f":"SUM(H$2:H24)*12*6*60/(Area*43560)","v":0},132]
[0,138,{"$f":"'100 yr_Q_24_2'!IL28","v":0},0,0,0,0,0,138,null,null,null,null,null,null,{"$f":"SUM(C$2:C25)*12*6*60/(Area*43560)","v":0},138,null,{"$f":"SUM(H$2:H25)*12*6*60/(Area*43560)","v":0},138]
[0,144,{"$f":"'100 yr_Q_24_2'!IL29","v":0},0,0,0,0,0,144,null,null,null,null,null,null,{"$f":"SUM(C$2:C26)*12*6*60/(Area*43560)","v":0},144,null,{"$f":"SUM(H$2:H26)*12*6*60/(Area*43560)","v":0},144]
[0,150,{"$f":"'100 yr_Q_24_2'!IL30","v":0},0,0,0,0,0,150,null,null,null,null,null,null,{"$f":"SUM(C$2:C27)*12*6*60/(Area*43560)","v":0},150,null,{"$f":"SUM(H$2:H27)*12*6*60/(Area*43560)","v":0},150]
[0,156,{"$f":"'100 yr_Q_24_2'!IL31","v":0},0,0,0,0,0,156,null,null,null,null,null,null,{"$f":"SUM(C$2:C28)*12*6*60/(Area*43560)","v":0},156,null,{"$f":"SUM(H$2:H28)*12*6*60/(Area*43560)","v":0},156]
[0,162,{"$f":"'100 yr_Q_24_2'!IL32","v":0},0,0,0,0,0,162,null,null,null,null,null,null,{"$f":"SUM(C$2:C29)*12*6*60/(Area*43560)","v":0},162,null,{"$f":"SUM(H$2:H29)*12*6*60/(Area*43560)","v":0},162]
[0,168,{"$f":"'100 yr_Q_24_2'!IL33","v":0},0,0,0,0,0,168,null,null,null,null,null,null,{"$f":"SUM(C$2:C30)*12*6*60/(Area*43560)","v":0},168,null,{"$f":"SUM(H$2:H30)*12*6*60/(Area*43560)","v":0},168]
[0,174,{"$f":"'100 yr_Q_24_2'!IL34","v":0},0,0,0,0,0,174,null,null,null,null,null,null,{"$f":"SUM(C$2:C31)*12*6*60/(Area*43560)","v":0},174,null,{"$f":"SUM(H$2:H31)*12*6*60/(Area*43560)","v":0},174]
[0,180,{"$f":"'100 yr_Q_24_2'!IL35","v":0},0,0,0,0,0,180,null,null,null,null,null,null,{"$f":"SUM(C$2:C32)*12*6*60/(Area*43560)","v":0},180,null,{"$f":"SUM(H$2:H32)*12*6*60/(Area*43560)","v":0},180]
[0,186,{"$f":"'100 yr_Q_24_2'!IL36","v":0},0,0,0,0,0,186,null,null,null,null,null,null,{"$f":"SUM(C$2:C33)*12*6*60/(Area*43560)","v":0},186,null,{"$f":"SUM(H$2:H33)*12*6*60/(Area*43560)","v":0},186]
[0,192,{"$f":"'100 yr_Q_24_2'!IL37","v":0},0,0,0,0,0,192,null,null,null,null,null,null,{"$f":"SUM(C$2:C34)*12*6*60/(Area*43560)","v":0},192,null,{"$f":"SUM(H$2:H34)*12*6*60/(Area*43560)","v":0},192]
[0,198,{"$f":"'100 yr_Q_24_2'!IL38","v":0},0,0,0,0,0,198,null,null,null,null,null,null,{"$f":"SUM(C$2:C35)*12*6*60/(Area*43560)","v":0},198,null,{"$f":"SUM(H$2:H35)*12*6*60/(Area*43560)","v":0},198]
[0,204,{"$f":"'100 yr_Q_24_2'!IL39","v":0},0,0,0,0,0,204,null,null,null,null,null,null,{"$f":"SUM(C$2:C36)*12*6*60/(Area*43560)","v":0},204,null,{"$f":"SUM(H$2:H36)*12*6*60/(Area*43560)","v":0},204]
[0,210,{"$f":"'100 yr_Q_24_2'!IL40","v":0},0,0,0,0,0,210,null,null,null,null,null,null,{"$f":"SUM(C$2:C37)*12*6*60/(Area*43560)","v":0},210,null,{"$f":"SUM(H$2:H37)*12*6*60/(Area*43560)","v":0},210]
[0,216,{"$f":"'100 yr_Q_24_2'!IL41","v":0},0,0,0,0,0,216,null,null,null,null,null,null,{"$f":"SUM(C$2:C38)*12*6*60/(Area*43560)","v":0},216,null,{"$f":"SUM(H$2:H38)*12*6*60/(Area*43560)","v":0},216]
[0,222,{"$f":"'100 yr_Q_24_2'!IL42","v":0},0,0,0,0,0,222,null,null,null,null,null,null,{"$f":"SUM(C$2:C39)*12*6*60/(Area*43560)","v":0},222,null,{"$f":"SUM(H$2:H39)*12*6*60/(Area*43560)","v":0},222]
[0,228,{"$f":"'100 yr_Q_24_2'!IL43","v":0},0,0,0,0,0,228,null,null,null,null,null,null,{"$f":"SUM(C$2:C40)*12*6*60/(Area*43560)","v":0},228,null,{"$f":"SUM(H$2:H40)*12*6*60/(Area*43560)","v":0},228]
[0,234,{"$f":"'100 yr_Q_24_2'!IL44","v":0},0,0,0,0,0,234,null,null,null,null,null,null,{"$f":"SUM(C$2:C41)*12*6*60/(Area*43560)","v":0},234,null,{"$f":"SUM(H$2:H41)*12*6*60/(Area*43560)","v":0},234]
[0,240,{"$f":"'100 yr_Q_24_2'!IL45","v":0},0,0,0,0,0,240,null,null,null,null,null,null,{"$f":"SUM(C$2:C42)*12*6*60/(Area*43560)","v":0},240,null,{"$f":"SUM(H$2:H42)*12*6*60/(Area*43560)","v":0},240]
[0,246,{"$f":"'100 yr_Q_24_2'!IL46","v":0},0,0,0,0,0,246,null,null,null,null,null,null,{"$f":"SUM(C$2:C43)*12*6*60/(Area*43560)","v":0},246,null,{"$f":"SUM(H$2:H43)*12*6*60/(Area*43560)","v":0},246]
[0,252,{"$f":"'100 yr_Q_24_2'!IL47","v":0},0,0,0,0,0,252,null,null,null,null,null,null,{"$f":"SUM(C$2:C44)*12*6*60/(Area*43560)","v":0},252,null,{"$f":"SUM(H$2:H44)*12*6*60/(Area*43560)","v":0},252]
[0,258,{"$f":"'100 yr_Q_24_2'!IL48","v":0},0,0,0,0,0,258,null,null,null,null,null,null,{"$f":"SUM(C$2:C45)*12*6*60/(Area*43560)","v":0},258,null,{"$f":"SUM(H$2:H45)*12*6*60/(Area*43560)","v":0},258]
[0,264,{"$f":"'100 yr_Q_24_2'!IL49","v":0},0,0,0,0,0,264,null,null,null,null,null,null,{"$f":"SUM(C$2:C46)*12*6*60/(Area*43560)","v":0},264,null,{"$f":"SUM(H$2:H46)*12*6*60/(Area*43560)","v":0},264]
[0,270,{"$f":"'100 yr_Q_24_2'!IL50","v":0},0,0,0,0,0,270,null,null,null,null,null,null,{"$f":"SUM(C$2:C47)*12*6*60/(Area*43560)","v":0},270,null,{"$f":"SUM(H$2:H47)*12*6*60/(Area*43560)","v":0},270]
[0,276,{"$f":"'100 yr_Q_24_2'!IL51","v":0},0,0,0,0,0,276,null,null,null,null,null,null,{"$f":"SUM(C$2:C48)*12*6*60/(Area*43560)","v":0},276,null,{"$f":"SUM(H$2:H48)*12*6*60/(Area*43560)","v":0},276]
[0,282,{"$f":"'100 yr_Q_24_2'!IL52","v":0},0,0,0,0,0,282,null,null,null,null,null,null,{"$f":"SUM(C$2:C49)*12*6*60/(Area*43560)","v":0},282,null,{"$f":"SUM(H$2:H49)*12*6*60/(Area*43560)","v":0},282]
[0,288,{"$f":"'100 yr_Q_24_2'!IL53","v":0},0,0,0,0,0,288,null,null,null,null,null,null,{"$f":"SUM(C$2:C50)*12*6*60/(Area*43560)","v":0},288,null,{"$f":"SUM(H$2:H50)*12*6*60/(Area*43560)","v":0},288]
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{"sheet":"2 yr_Q_24_2","index":71,"n_rows":353,"n_cols":246,"rows_kept":139,"cut":true,"hidden":true,"merged":[[2,0,2,1]],"bounds":{"rows_first":62,"rows_last":15,"rows_between":62,"halvings":5}}
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[null,null,null,null,null,"Runoff Hydrograph for a 2-Year 24-Hour Storm"]
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[null,null,null,null,null,"Runoff Hydrograph for a 10-Year 24-Hour Storm"]
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{"sheet":"25 yr_Q_24_2","index":74,"n_rows":353,"n_cols":246,"rows_kept":139,"cut":true,"hidden":true,"merged":[[2,0,2,1]],"bounds":{"rows_first":62,"rows_last":15,"rows_between":62,"halvings":5}}
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[null,null,null,null,null,"Runoff Hydrograph for a 25-Year 24-Hour Storm"]
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[null,null,null,null,null,"Runoff Hydrograph for a 50-Year 24-Hour Storm"]
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[null,null,null,null,null,"Runoff Hydrograph for a 100-Year 24-Hour Storm"]
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[{"$f":"'P(t) Distribution 10yr'!B191","v":1116},{"$f":"'P(t) Distribution 10yr'!D191","v":5.4090890000000007},7.5767999999998281E-3,9.0921599999997937E-2,394.01152480917943,2.9853465211741228]
[{"$f":"'P(t) Distribution 10yr'!B192","v":1122},{"$f":"'P(t) Distribution 10yr'!D192","v":5.4166658000000005},7.5767999999998281E-3,9.0921599999997937E-2,394.01152480917943,2.9853465211741228]
[{"$f":"'P(t) Distribution 10yr'!B196","v":1146},{"$f":"'P(t) Distribution 10yr'!D196","v":5.4464564000000006},7.3471999999998872E-3,8.8166399999998646E-2,391.54037593356753,2.8767254500590633]
[{"$f":"'P(t) Distribution 10yr'!B199","v":1164},{"$f":"'P(t) Distribution 10yr'!D199","v":5.4682110000000002},7.1750000000001535E-3,8.6100000000001842E-2,389.68133152907308,2.7959635537211591]
[{"$f":"'P(t) Distribution 10yr'!B202","v":1182},{"$f":"'P(t) Distribution 10yr'!D202","v":5.4895063999999998},6.9454000000002125E-3,8.334480000000255E-2,387.19500431703176,2.6892241829835948]
[{"$f":"'P(t) Distribution 10yr'!B205","v":1200},{"$f":"'P(t) Distribution 10yr'!D205","v":5.5102278},6.8306000000006861E-3,8.1967200000008233E-2,385.94857443421898,2.6362603325306408]
[{"$f":"'P(t) Distribution 10yr'!B208","v":1218},{"$f":"'P(t) Distribution 10yr'!D208","v":5.5304900000000004},6.6584000000000643E-3,7.9900800000000771E-2,384.07483603597319,2.5573238882619487]
[{"$f":"'P(t) Distribution 10yr'!B209","v":1224},{"$f":"'P(t) Distribution 10yr'!D209","v":5.5371484000000004},6.5435999999996497E-3,7.8523199999995796E-2,382.82294247839639,2.5050402064015005]
[{"$f":"'P(t) Distribution 10yr'!B213","v":1248},{"$f":"'P(t) Distribution 10yr'!D213","v":5.5630932000000008},6.3713999999990278E-3,7.6456799999988334E-2,380.94099062400375,2.4271274276614072]
[{"$f":"'P(t) Distribution 10yr'!B215","v":1260},{"$f":"'P(t) Distribution 10yr'!D215","v":5.5757786000000005},6.2565999999995014E-3,7.5079199999994017E-2,379.68360944188601,2.3755284708339146]
[{"$f":"'P(t) Distribution 10yr'!B218","v":1278},{"$f":"'P(t) Distribution 10yr'!D218","v":5.5943188000000008},6.0843999999997678E-3,7.3012799999997213E-2,377.79340812800484,2.2986462124139448]
[{"$f":"'P(t) Distribution 10yr'!B221","v":1296},{"$f":"'P(t) Distribution 10yr'!D221","v":5.6123998000000004},5.9122000000000341E-3,7.0946400000000409E-2,375.89823979119194,2.2223855732934976]
[{"$f":"'P(t) Distribution 10yr'!B224","v":1314},{"$f":"'P(t) Distribution 10yr'!D224","v":5.6299641999999999},5.7400000000003004E-3,6.8880000000003605E-2,373.99809137923086,2.1467490445168975]
[{"$f":"'P(t) Distribution 10yr'!B227","v":1332},{"$f":"'P(t) Distribution 10yr'!D227","v":5.6470694000000003},5.5677999999996786E-3,6.6813599999996143E-2,372.09294980559719,2.0717391259274844]
[{"$f":"'P(t) Distribution 10yr'!B230","v":1350},{"$f":"'P(t) Distribution 10yr'!D230","v":5.6636005999999997},5.3956000000008331E-3,6.4747200000009997E-2,370.18280194941684,1.9973583261985819]
[{"$f":"'P(t) Distribution 10yr'!B231","v":1356},{"$f":"'P(t) Distribution 10yr'!D231","v":5.6689962000000005},5.3381999999997376E-3,6.4058399999996851E-2,369.54497121732868,1.972704965352247]
[{"$f":"'P(t) Distribution 10yr'!B234","v":1374},{"$f":"'P(t) Distribution 10yr'!D234","v":5.6848960000000002},5.1660000000000039E-3,6.1992000000000047E-2,367.6281278478171,1.8991669084618246]
[{"$f":"'P(t) Distribution 10yr'!B235","v":1380},{"$f":"'P(t) Distribution 10yr'!D235","v":5.6900620000000002},5.1660000000000039E-3,6.1992000000000047E-2,367.6281278478171,1.8991669084618246]
[{"$f":"'P(t) Distribution 10yr'!B236","v":1386},{"$f":"'P(t) Distribution 10yr'!D236","v":5.6952280000000002},5.0511999999995894E-3,6.0614399999995072E-2,366.34743473322112,1.8504941623242961]
[{"$f":"'P(t) Distribution 10yr'!B237","v":1392},{"$f":"'P(t) Distribution 10yr'!D237","v":5.7002791999999998},5.0512000000004775E-3,6.061440000000573E-2,366.34743473323113,1.850494162324672]
[{"$f":"'P(t) Distribution 10yr'!B238","v":1398},{"$f":"'P(t) Distribution 10yr'!D238","v":5.7053304000000002},4.936400000000063E-3,5.9236800000000756E-2,365.06449901823407,1.8021043929536336]
[{"$f":"'P(t) Distribution 10yr'!B239","v":1404},{"$f":"'P(t) Distribution 10yr'!D239","v":5.7102668000000003},4.8789999999998557E-3,5.8547999999998268E-2,364.42218895867234,1.7780158599293097]
[{"$f":"'P(t) Distribution 10yr'!B240","v":1410},{"$f":"'P(t) Distribution 10yr'!D240","v":5.7151458000000002},4.8789999999998557E-3,5.8547999999998268E-2,364.42218895867234,1.7780158599293097]
[{"$f":"'P(t) Distribution 10yr'!B241","v":1416},{"$f":"'P(t) Distribution 10yr'!D241","v":5.7200248},4.7642000000003293E-3,5.7170400000003951E-2,363.13588197784736,1.7300519689189799]
[{"$f":"'P(t) Distribution 10yr'!B242","v":1422},{"$f":"'P(t) Distribution 10yr'!D242","v":5.7247890000000003},4.7641999999994411E-3,5.7170399999993293E-2,363.13588197783736,1.7300519689186098]
[{"$f":"'P(t) Distribution 10yr'!B243","v":1428},{"$f":"'P(t) Distribution 10yr'!D243","v":5.7295531999999998},4.6494000000008029E-3,5.5792800000009635E-2,361.84732256627376,1.6823729415399238]
[{"$f":"'P(t) Distribution 10yr'!B244","v":1434},{"$f":"'P(t) Distribution 10yr'!D244","v":5.7342026000000006},5.7973999999996195E-3,6.9568799999995434E-2,374.63202833199728,2.1718917210517783]
[{"$f":"'P(t) Distribution 10yr'!B245","v":1440},{"$f":"'P(t) Distribution 10yr'!D245","v":5.74}]
[]
[]
[null,null,{"$f":"SUM(C4:C245)","v":5.74},{"$f":"5*SUM(D4:D245)/60","v":5.7400000000000011},null,{"$f":"(5/60)*SUM(F4:F245)","v":375.52196570793217}]

{"sheet":"Calc","index":80,"n_rows":23,"n_cols":9,"rows_kept":23,"cut":false,"hidden":true,"merged":[[15,1,15,4],[5,9,7,9],[5,10,7,10],[6,1,6,6],[5,11,7,11]]}
[]
[]
[null,"V15 =",{"$f":"(62.4*1.65*(D_15/25.4/12)^2)/(18*0.00001)","v":3.7012029530429902E-3},"fps"]
[]
[]
[]
[null,"Calcs for Input to Sediment Pond Trapping Efficiency"]
[null,"Duration","Peak In","Peak Out","Pond Elev","Depth","Ystar","Ao","F*"]
[null,1,{"$f":"'Design Storm Pond Results'!F29","v":162.5447309533146},{"$f":"'Design Storm Pond Results'!I29","v":163.66446810028623},{"$f":"'Design Storm Pond Results'!N29","v":7.5019700777903457},{"$f":"E9","v":7.5019700777903457},{"$f":"MIN(E9,'Design Storm Pond Results'!WeirCrest_EL)","v":4},{"$f":"('Design Storm Pond Results'!Pnd_L+2*'Design Storm Pond Results'!Pnd_Z*G9)*((('Design Storm Pond Results'!Pnd_W1+2*'Design Storm Pond Results'!PndBottom_Z*G9)+('Design Storm Pond Results'!Pnd_W2+2*'Design Storm Pond Results'!Pnd_Z*G9))/2)/43560","v":1.1004591368227732},{"$f":"IF(D9=0,0,LOG10(D9/(H9*C$3)))","v":4.6040375827997915}]
[null,2,{"$f":"'Design Storm Pond Results'!F30","v":184.78738103367047},{"$f":"'Design Storm Pond Results'!I30","v":184.36764406394803},{"$f":"'Design Storm Pond Results'!N30","v":7.6629231934962814},7.6629231934962814,{"$f":"MIN(E10,'Design Storm Pond Results'!WeirCrest_EL)","v":4},{"$f":"('Design Storm Pond Results'!Pnd_L+2*'Design Storm Pond Results'!Pnd_Z*G10)*((('Design Storm Pond Results'!Pnd_W1+2*'Design Storm Pond Results'!PndBottom_Z*G10)+('Design Storm Pond Results'!Pnd_W2+2*'Design Storm Pond Results'!Pnd_Z*G10))/2)/43560","v":1.1004591368227732},4.655767885500838]
[null,3,{"$f":"'Design Storm Pond Results'!F31","v":183.75190140115271},{"$f":"'Design Storm Pond Results'!I31","v":183.71402105725181},{"$f":"'Design Storm Pond Results'!N31","v":7.6578417190592436},7.6578417190592436,{"$f":"MIN(E11,'Design Storm Pond Results'!WeirCrest_EL)","v":4},{"$f":"('Design Storm Pond Results'!Pnd_L+2*'Design Storm Pond Results'!Pnd_Z*G11)*((('Design Storm Pond Results'!Pnd_W1+2*'Design Storm Pond Results'!PndBottom_Z*G11)+('Design Storm Pond Results'!Pnd_W2+2*'Design Storm Pond Results'!Pnd_Z*G11))/2)/43560","v":1.1004591368227732},4.6542254823315234]
[null,6,{"$f":"'Design Storm Pond Results'!F32","v":186.62649364976892},{"$f":"'Design Storm Pond Results'!I32","v":186.52516843198373},{"$f":"'Design Storm Pond Results'!N32","v":7.6796964784191522},7.6796964784191522,{"$f":"MIN(E12,'Design Storm Pond Results'!WeirCrest_EL)","v":4},{"$f":"('Design Storm Pond Results'!Pnd_L+2*'Design Storm Pond Results'!Pnd_Z*G12)*((('Design Storm Pond Results'!Pnd_W1+2*'Design Storm Pond Results'!PndBottom_Z*G12)+('Design Storm Pond Results'!Pnd_W2+2*'Design Storm Pond Results'!Pnd_Z*G12))/2)/43560","v":1.1004591368227732},4.6608206202276472]
[null,12,{"$f":"'Design Storm Pond Results'!F33","v":179.73296343577169},{"$f":"'Design Storm Pond Results'!I33","v":179.65681887207199},{"$f":"'Design Storm Pond Results'!N33","v":7.6262997308203477},7.6262997308203477,{"$f":"MIN(E13,'Design Storm Pond Results'!WeirCrest_EL)","v":4},{"$f":"('Design Storm Pond Results'!Pnd_L+2*'Design Storm Pond Results'!Pnd_Z*G13)*((('Design Storm Pond Results'!Pnd_W1+2*'Design Storm Pond Results'!PndBottom_Z*G13)+('Design Storm Pond Results'!Pnd_W2+2*'Design Storm Pond Results'!Pnd_Z*G13))/2)/43560","v":1.1004591368227732},4.6445268848930237]
[null,24,{"$f":"'Design Storm Pond Results'!F34","v":157.2134965940555},{"$f":"'Design Storm Pond Results'!I34","v":157.29374868055265},{"$f":"'Design Storm Pond Results'!N34","v":7.4524420661609128},7.4524420661609128,{"$f":"MIN(E14,'Design Storm Pond Results'!WeirCrest_EL)","v":4},{"$f":"('Design Storm Pond Results'!Pnd_L+2*'Design Storm Pond Results'!Pnd_Z*G14)*((('Design Storm Pond Results'!Pnd_W1+2*'Design Storm Pond Results'!PndBottom_Z*G14)+('Design Storm Pond Results'!Pnd_W2+2*'Design Storm Pond Results'!Pnd_Z*G14))/2)/43560","v":1.1004591368227732},4.586794642215736]
[]
[null,"Calcs for Modified USLE"]
[null,"Duration","P","QCN","Qp","QCN (ac-ft)","MUSLE"]
[null,{"$f":"B9","v":1},{"$f":"'Design Storm Pond Results'!D29","v":3.13},{"$f":"'Design Storm Pond Results'!E29","v":2.352640169809074},{"$f":"C9","v":162.5447309533146},{"$f":"D18*Area/12","v":19.60533474840895},{"$f":"95*(F18*E18)^0.56*'USLE & MUSLE Results'!D$11*'USLE & MUSLE Results'!D$12*'USLE & MUSLE Results'!D$13*'USLE & MUSLE Results'!D$14","v":187.14366625675135}]
[null,2,{"$f":"'Design Storm Pond Results'!D30","v":3.85},{"$f":"'Design Storm Pond Results'!E30","v":2.9933965344135456},184.78738103367047,24.944971120112882,{"$f":"95*(F19*E19)^0.56*'USLE & MUSLE Results'!D$11*'USLE & MUSLE Results'!D$12*'USLE & MUSLE Results'!D$13*'USLE & MUSLE Results'!D$14","v":230.11646914423909}]
[null,3,{"$f":"'Design Storm Pond Results'!D31","v":4.17},{"$f":"'Design Storm Pond Results'!E31","v":3.2328478110841368},183.75190140115271,26.940398425701137,{"$f":"95*(F20*E20)^0.56*'USLE & MUSLE Results'!D$11*'USLE & MUSLE Results'!D$12*'USLE & MUSLE Results'!D$13*'USLE & MUSLE Results'!D$14","v":239.49519479519554}]
[null,6,{"$f":"'Design Storm Pond Results'!D32","v":4.9400000000000004},{"$f":"'Design Storm Pond Results'!E32","v":3.7379152594091898},186.62649364976892,31.149293828409913,{"$f":"95*(F21*E21)^0.56*'USLE & MUSLE Results'!D$11*'USLE & MUSLE Results'!D$12*'USLE & MUSLE Results'!D$13*'USLE & MUSLE Results'!D$14","v":262.0455360975655}]
[null,12,{"$f":"'Design Storm Pond Results'!D33","v":5.84},{"$f":"'Design Storm Pond Results'!E33","v":4.0679899469074634},179.73296343577169,33.899916224228861,{"$f":"95*(F22*E22)^0.56*'USLE & MUSLE Results'!D$11*'USLE & MUSLE Results'!D$12*'USLE & MUSLE Results'!D$13*'USLE & MUSLE Results'!D$14","v":269.03171889169437}]
[null,24,{"$f":"'Design Storm Pond Results'!D34","v":7.04},{"$f":"'Design Storm Pond Results'!E34","v":4.0343974305748702},157.2134965940555,33.619978588123921,{"$f":"95*(F23*E23)^0.56*'USLE & MUSLE Results'!D$11*'USLE & MUSLE Results'!D$12*'USLE & MUSLE Results'!D$13*'USLE & MUSLE Results'!D$14","v":248.44461628342037}]

{"sheet":"USLE & MUSLE Results","index":81,"n_rows":32,"n_cols":22,"rows_kept":32,"cut":false,"hidden":false,"merged":[[4,6,4,9],[1,1,1,9],[19,1,19,2],[19,3,19,5],[6,6,8,6],[6,7,8,7],[6,8,8,8],[3,1,3,4],[8,2,8,3],[17,3,17,5],[18,1,18,2],[18,3,18,5],[16,8,20,9],[24,9,37,15],[3,6,3,9],[5,6,5,7],[24,1,37,7],[16,1,16,2],[16,3,16,5],[4,1,4,4],[21,1,21,2],[21,3,22,5],[17,1,17,2],[20,1,20,2],[20,3,20,5],[6,1,6,4],[7,3,7,4],[6,9,8,9],[3,11,14,16]]}
[]
[null,"USLE and MUSLE RESULTS"]
[]
[null,"USLE:  A = R K LS C P",null,null,null,null,"MUSLE: S = 95(Q*Qp )0.56 K LS C P",null,null,null,null,"D-hour storm erosion is computed with the Modified Universal Soil Loss Equation (MUSLE).  MUSLE was developed by replacing the rainfall energy factor in USLE with a runoff energy factor that is a function of the runoff volume and peak flow rate for individual storms.  MUSLE has advantages over USLE that include application to individual storms and elimination of sediment delivery ratios because the runoff factor reflects energy used for sediment detachment and transport.  MUSLE is more accurate because runoff accounts for greater variation in sediment yield than does rainfall.  "]
[null,"Predicted Soil Loss",null,null,null,null,"Erosion for Single Event D-Hour Storms"]
[null,"A =",{"$f":"D10*D11*D12*D13*D14","v":6.4520596565699}," tons/acre/year",null,null,"AEP =",null,{"$f":"100/([0]!DS_RP)","v":4},"%"]
[null,"Gross Erosion",null,null,null,null,"Storm Duration (hours)","Runoff Volume (ac-ft)","Peak Runoff (cfs)","Gross Erosion (tons)"]
[null,"A*Area =",{"$f":"C6*Area","v":645.20596565698997},"tons/year"]
[null,null,"Factors:"]
[null,null,"R = ",{"$f":"'R factor'!I5","v":300},null,{"$f":"IF(J10=MAX(J$11:J$15),\"==>\",\"  \")","v":"  "},1,{"$f":"Calc!F18","v":19.60533474840895},{"$f":"Calc!E18","v":162.5447309533146},{"$f":"Calc!G18","v":187.14366625675135},{"$f":"IF(J10=MAX(J$11:J$15),\"<==\",\"  \")","v":"  "}]
[null,null,"K = ",{"$f":"'K factor'!H5","v":0.24},null,"  ",2,{"$f":"Calc!F19","v":24.944971120112882},{"$f":"Calc!E19","v":184.78738103367047},{"$f":"Calc!G19","v":230.11646914423909},"  "]
[null,null,"LS = ",{"$f":"'LS factor'!G13","v":0.24892205465161649},null,"  ",3,{"$f":"Calc!F20","v":26.940398425701137},{"$f":"Calc!E20","v":183.75190140115271},{"$f":"Calc!G20","v":239.49519479519554},"  "]
[null,null,"C = ",{"$f":"'C factor'!F5","v":0.4},null,"  ",6,{"$f":"Calc!F21","v":31.149293828409913},{"$f":"Calc!E21","v":186.62649364976892},{"$f":"Calc!G21","v":262.0455360975655},"  "]
[null,null,"P = ",{"$f":"'P factor'!G5","v":0.9},null,"==>",12,{"$f":"Calc!F22","v":33.899916224228861},{"$f":"Calc!E22","v":179.73296343577169},{"$f":"Calc!G22","v":269.03171889169437},"<=="]
[null,null,null,null,null,"  ",24,{"$f":"Calc!F23","v":33.619978588123921},{"$f":"Calc!E23","v":157.2134965940555},{"$f":"Calc!G23","v":248.44461628342037},"  "]
[]
[null,"Soil Type: ",null,{"$f":"'K factor'!G7","v":"NEESES-TOP"},null,null,null,null,"The Red Arrows flag the critical storm duration with the maximum amount of erosion."]
[null,"Texture: ",null,{"$f":"'K factor'!J7","v":"LS"}]
[null,"Slope (%): ",null,{"$f":"'LS factor'!G11","v":2}]
[null,"Length (feet): ",null,{"$f":"'LS factor'!G9","v":210}]
[null,"Cover: ",null,{"$f":"'C factor'!E6","v":"Jute mesh"}]
[null,"Practice: ",null,{"$f":"'P factor'!F6","v":"Track-walked up and down slope"}]
[]
[]
[null,"Universal Soil Loss Equation (USLE)\nUSLE was developed by USDA-ARS scientists W. Wischmeier and D. Smith and is a widely accepted and utilized soil loss equation. \nThe USLE equation for estimating average annual soil erosion is:                       A = RKLSCP where\nA = average annual soil loss in tons per acre\nR = rainfall erosivity index \nK = soil erodibility factor \nLS = topographic factor: L is for slope length and S is for slope \nC = cover factor \nP = management factor\t        ",null,null,null,null,null,null,null,"Modified Universal Soil Loss Equation (MUSLE)\nThe MUSLE equation for estimating individual storm event soil erosion is: \nS = 95(Q*Qp )0.56 K LS C P where                                                                                                                                     S = single storm event soil erosion in tons\nQ = event runoff volume in cubic feet                                                                                                                             Qp = event peak runoff in cfs \nK = soil erodibility factor \nLS = topographic factor: L is for slope length and S is for slope \nC = cover factor \nP = management factor\t                                                          "]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null," "]

{"sheet":"Pond Sediment Trap Efficiency","index":82,"n_rows":27,"n_cols":18,"rows_kept":27,"cut":false,"hidden":false,"merged":[[7,1,14,1],[26,3,40,14],[6,9,6,14],[4,9,4,14],[16,3,16,7],[17,3,17,7],[18,3,18,7],[6,3,6,4],[20,3,24,6],[4,17,24,22],[1,5,1,12],[4,4,4,5],[4,6,4,8],[5,4,5,5],[2,5,2,10]]}
[]
[null,null,null,null,null,"Pond Sediment Trapping Efficiency for D-Hour Storm Events"]
[null,null,null,null,null,"Design Storm AEP  =",null,null,null,null,null,{"$f":"100/DS_RP","v":4},"%"]
[]
[null,null,null,null,"Soil Type =",null,{"$f":"'K factor'!G7","v":"NEESES-TOP"},null,null,"UofSC TE = a + bS* + cD* + dQ*",null,null,null,null,null,null,null,"The UofSC pond sediment trapping efficiency (TE) equation is the result of  a study to develop trapping efficiency curves for the analysis of sediment ponds in South Carolina.  An extensive pond performance database was simulated using a modified version of the SEDIMOT II program.  Over 40 different soils were selected to characterize eight textural groups: clay loam (CL), silty clay loam (SiCL),sandy clay loam (SCL) loam (L), sand (S), loamy sand (LS), sandy loam (SL), and silty loam (SiL).  Eroded grain size distributions were generated for all soils using equations developed for the CREAMS program.  These data were input to the modified SEDIMOT II program and simulations were performed for a range of watershed, storm, and pond characteristics. The simulated pond trapping efficiencies were correlated with various sediment, hydrograph, and pond parameters, and regression equations developed to predict trapping efficiency in terms of dimensionless parameters for pond retention storage, particle size gradation, pond overflow rate, and peak flow reduction (pond detention storage)."]
[null,null,null,null,"Texture =",null,{"$f":"'K factor'!J7","v":"LS"},null,null,"24 hr","12 hr","6 hr","3 hr","2 hr","1 hr"]
[null,null,null,"Soil Texture",null,"a","b","c","d","Trapping Efficiency"]
[null,"The Red Arrows in Columns D and P flag the soil texture and UofSC Trappng Efficiency results.",null,{"$f":"IF($E8='K factor'!J$7,\"==>\",\" \")","v":" "},"CL",88.6,23.78,-0.12,-0.4,{"$f":"IF($E$8='K factor'!J7,$F$8+$G$8*$J$21+$H$8*$J$22+$I$8*$J$23,0)","v":0},{"$f":"IF($E8='K factor'!J$7,$F8+$G8*$K$21+$H8*$K$22+$I8*$K$23,0)","v":0},{"$f":"IF($E$8='K factor'!J$7,$F$8+$G$8*$L$21+$H$8*$L$22+$I$8*$L$23,0)","v":0},{"$f":"IF($E$8='K factor'!J7,$F$8+$G$8*$M$21+$H$8*$M$22+$I$8*$M$23,0)","v":0},{"$f":"IF($E$8='K factor'!J$7,$F$8+$G$8*$N$21+$H$8*$N$22+$I$8*$N$23,0)","v":0},{"$f":"IF($E$8='K factor'!J$7,$F$8+$G$8*$O$21+$H$8*$O$22+$I$8*$O$23,0)","v":0},{"$f":"IF($E8='K factor'!J$7,\"<==\",\"\")","v":""}]
[null,null,null,{"$f":"IF($E9='K factor'!J$7,\"==>\",\" \")","v":" "},"SiCL",54.23,23.64,0.14000000000000001,-0.28000000000000003,{"$f":"IF($E$9='K factor'!J7,$F$9+$G$9*$J$21+$H$9*$J$22+$I$9*$J$23,0)","v":0},{"$f":"IF($E9='K factor'!J$7,$F9+$G9*$K$21+$H9*$K$22+$I9*$K$23,0)","v":0},{"$f":"IF($E$9='K factor'!J$7,$F$9+$G$9*$L$21+$H$9*$L$22+$I$9*$L$23,0)","v":0},{"$f":"IF($E$9='K factor'!J7,$F$9+$G$9*$M$21+$H$9*$M$22+$I$9*$M$23,0)","v":0},{"$f":"IF($E$9='K factor'!J$7,$F$9+$G$9*$N$21+$H$9*$N$22+$I$9*$N$23,0)","v":0},{"$f":"IF($E$9='K factor'!J$7,$F$9+$G$9*$O$21+$H$9*$O$22+$I$9*$O$23,0)","v":0},{"$f":"IF($E9='K factor'!J$7,\"<==\",\"\")","v":""}]
[null,null,null,{"$f":"IF($E10='K factor'!J$7,\"==>\",\" \")","v":" "},"SCL",89.56,13.93,-0.08,-0.7,{"$f":"IF($E$10='K factor'!$J$7,$F$10+$G$10*$J$21+$H$10*$J$22+$I$10*$J$23,0)","v":0},{"$f":"IF($E10='K factor'!J$7,$F10+$G10*$K$21+$H10*$K$22+$I10*$K$23,0)","v":0},{"$f":"IF($E$10='K factor'!J$7,$F$10+$G$10*$L$21+$H$10*$L$22+$I$10*$L$23,0)","v":0},{"$f":"IF($E$10='K factor'!J7,$F$10+$G$10*$M$21+$H$10*$M$22+$I$10*$M$23,0)","v":0},{"$f":"IF($E$10='K factor'!J$7,$F$10+$G$10*$N$21+$H$10*$N$22+$I$10*$N$23,0)","v":0},{"$f":"IF($E$10='K factor'!J$7,$F$10+$G$10*$O$21+$H$10*$O$22+$I$10*$O$23,0)","v":0},{"$f":"IF($E10='K factor'!J$7,\"<==\",\"\")","v":""}]
[null,null,null,{"$f":"IF($E11='K factor'!J$7,\"==>\",\" \")","v":" "},"L",88.53,19.989999999999998,-0.11,-0.74,{"$f":"IF($E$11='K factor'!$J$7,$F$11+$G$11*$J$21+$H$11*$J$22+$I$11*$J$23,0)","v":0},{"$f":"IF($E$11='K factor'!$J$7,$F11+$G11*$K$21+$H11*$K$22+$I11*$K$23,0)","v":0},{"$f":"IF($E$11='K factor'!J$7,$F$11+$G$11*$L$21+$H$11*$L$22+$I$11*$L$23,0)","v":0},{"$f":"IF($E$11='K factor'!J7,$F$11+$G$11*$M$21+$H$11*$M$22+$I$11*$M$23,0)","v":0},{"$f":"IF($E$11='K factor'!J$7,$F$11+$G$11*$N$21+$H$11*$N$22+$I$11*$N$23,0)","v":0},{"$f":"IF($E$11='K factor'!J$7,$F$11+$G$11*$O$21+$H$11*$O$22+$I$11*$O$23,0)","v":0},{"$f":"IF($E11='K factor'!J$7,\"<==\",\"\")","v":""}]
[null,null,null,{"$f":"IF($E12='K factor'!J$7,\"==>\",\" \")","v":" "},"S",98.75,2.56,-0.16,-0.7,{"$f":"IF($E$12='K factor'!J7,$F$12+$G$12*$J$21+$H$12*$J$22+$I$12*$J$23,0)","v":0},{"$f":"IF($E12='K factor'!J$7,$F12+$G12*$K$21+$H12*$K$22+$I12*$K$23,0)","v":0},{"$f":"IF($E$12='K factor'!J$7,$F$12+$G$12*$L$21+$H$12*$L$22+$I$12*$L$23,0)","v":0},{"$f":"IF($E$12='K factor'!J7,$F$12+$G$12*$M$21+$H$12*$M$22+$I$12*$M$23,0)","v":0},{"$f":"IF($E$12='K factor'!J$7,$F$12+$G$12*$N$21+$H$12*$N$22+$I$12*$N$23,0)","v":0},{"$f":"IF($E$12='K factor'!J$7,$F$12+$G$12*$O$21+$H$12*$O$22+$I$12*$O$23,0)","v":0},{"$f":"IF($E12='K factor'!J$7,\"<==\",\"\")","v":""}]
[null,null,null,{"$f":"IF($E13='K factor'!J$7,\"==>\",\" \")","v":"==>"},"LS",94.63,6.22,-0.04,-2.15,{"$f":"IF($E$13='K factor'!J7,$F$13+$G$13*$J$21+$H$13*$J$22+$I$13*$J$23,0)","v":84.037868456873468},{"$f":"IF($E13='K factor'!J$7,$F13+$G13*$K$21+$H13*$K$22+$I13*$K$23,0)","v":83.919825804669188},{"$f":"IF($E$13='K factor'!J$7,$F$13+$G$13*$L$21+$H$13*$L$22+$I$13*$L$23,0)","v":83.919758983491008},{"$f":"IF($E$13='K factor'!J7,$F$13+$G$13*$M$21+$H$13*$M$22+$I$13*$M$23,0)","v":83.99555357472228},{"$f":"IF($E$13='K factor'!J$7,$F$13+$G$13*$O$21+$H$13*$O$22+$I$13*$O$23,0)","v":84.213164227968832},{"$f":"IF($E$13='K factor'!J$7,$F$13+$G$13*$N$21+$H$13*$N$22+$I$13*$N$23,0)","v":84.051388356227037},{"$f":"IF($E13='K factor'!J$7,\"<==\",\"\")","v":"<=="}]
[null,null,null,{"$f":"IF($E14='K factor'!J$7,\"==>\",\" \")","v":" "},"SL",91.84,11.52,-0.08,-1.29,{"$f":"IF($E$14='K factor'!J7,$F$14+$G$14*$J$21+$H$14*$J$22+$I$14*$J$23,0)","v":0},{"$f":"IF($E14='K factor'!J$7,$F14+$G14*$K$21+$H14*$K$22+$I14*$K$23,0)","v":0},{"$f":"IF($E$14='K factor'!J$7,$F$14+$G$14*$L$21+$H$14*$L$22+$I$14*$L$23,0)","v":0},{"$f":"IF($E$14='K factor'!J7,$F$14+$G$14*$M$21+$H$14*$M$22+$I$14*$M$23,0)","v":0},{"$f":"IF($E$14='K factor'!J$7,$F$14+$G$14*$N$21+$H$14*$N$22+$I$14*$N$23,0)","v":0},{"$f":"IF($E$14='K factor'!J$7,$F$14+$G$14*$O$21+$H$14*$O$22+$I$14*$O$23,0)","v":0},{"$f":"IF($E14='K factor'!J$7,\"<==\",\"\")","v":""}]
[null,null,null,{"$f":"IF($E15='K factor'!J$7,\"==>\",\" \")","v":" "},"SiL",79.34,23.54,-0.01,-0.77,{"$f":"IF($E$15='K factor'!J7,$F$15+$G$15*$J$21+$H$15*$J$22+$I$15*$J$23,0)","v":0},{"$f":"IF($E15='K factor'!J$7,$F15+$G15*$K$21+$H15*$K$22+$I15*$K$23,0)","v":0},{"$f":"IF($E$15='K factor'!J$7,$F$15+$G$15*$L$21+$H$15*$L$22+$I$15*$L$23,0)","v":0},{"$f":"IF($E$15='K factor'!J7,$F$15+$G$15*$M$21+$H$15*$M$22+$I$15*$M$23,0)","v":0},{"$f":"IF($E$15='K factor'!J$7,$F$15+$G$15*$N$21+$H$15*$N$22+$I$15*$N$23,0)","v":0},{"$f":"IF($E$15='K factor'!J$7,$F$15+$G$15*$O$21+$H$15*$O$22+$I$15*$O$23,0)","v":0},{"$f":"IF($E15='K factor'!J$7,\"<==\",\"\")","v":""}]
[]
[null,null,null,"Coastal  TE = 107.89  - 7.77F*",null,null,null,null,"Coastal TE =",{"$f":"107.89-7.77*J$24","v":72.250605629983738},71.802026104381213,71.675423780831181,71.726668002284072,71.714683529658487,72.116627981645621]
[null,null,null,"DHEC     TE = 75.91 + 13.04F* - 2.45F*2",null,null,null,null,"DHEC    TE =",{"$f":"75.91+13.04*J$24-2.45*J$24^2","v":84.177023664338691},83.624137116994476,83.465141195617392,83.529653930662008,83.514585447961622,84.013603023318552]
[null,null,null,"UofSC    TE = a + bS* + cD* + dQ*",null,null,null,null,"UofSC   TE =",{"$f":"MAX(J8:J15)","v":84.037868456873468},83.919825804669188,83.919758983491008,83.99555357472228,84.213164227968832,84.051388356227037]
[]
[null,null,null,"A result of ###### indicates non-convergence of the pond routing routine and is not a problem with the spreadsheet.  User must change pond design.",null,null,null,null,"S* =",{"$f":"'Design Storm Pond Results'!$M$10/Calc!$D23","v":6.1967122551031602E-2},{"$f":"'Design Storm Pond Results'!$M$10/Calc!$D22","v":6.1455412442710952E-2},{"$f":"'Design Storm Pond Results'!$M$10/Calc!$D21","v":6.6882201080051953E-2},{"$f":"'Design Storm Pond Results'!$M$10/Calc!$D20","v":7.7331199799399897E-2},{"$f":"'Design Storm Pond Results'!$M$10/Calc!$D19","v":8.3517167580665685E-2},{"$f":"'Design Storm Pond Results'!$M$10/Calc!$D18","v":0.10626359407111904}]
[null,null,null,null,null,null,null,null,"D* =",{"$f":"'K factor'!$L6","v":27.77311381123927},{"$f":"'K factor'!$L6","v":27.77311381123927},{"$f":"'K factor'!$L6","v":27.77311381123927},{"$f":"'K factor'!$L6","v":27.77311381123927},{"$f":"'K factor'!$L6","v":27.77311381123927},{"$f":"'K factor'!$L6","v":27.77311381123927}]
[null,null,null,null,null,null,null,null,"Q* =",{"$f":"J25*J24","v":4.5891360432299395},4.6425592131511166,4.658290118501089,4.6532660165490274,4.6451924993837785,4.6357538486995145]
[null,null,null,null,null,null,null,null,"F* = ",{"$f":"Calc!I14","v":4.586794642215736},{"$f":"Calc!I13","v":4.6445268848930237},{"$f":"Calc!I12","v":4.6608206202276472},{"$f":"Calc!I11","v":4.6542254823315234},{"$f":"Calc!I10","v":4.655767885500838},{"$f":"Calc!I9","v":4.6040375827997915}]
[null,null,null,null,null,null,null,null,"q* =",{"$f":"'Design Storm Pond Results'!I34/'Design Storm Pond Results'!G34","v":1.0005104656294515},{"$f":"'Design Storm Pond Results'!I33/'Design Storm Pond Results'!G33","v":0.99957634614016189},{"$f":"'Design Storm Pond Results'!I32/'Design Storm Pond Results'!G32","v":0.99945706948781166},{"$f":"'Design Storm Pond Results'!I31/'Design Storm Pond Results'!G31","v":0.9997938506017513},{"$f":"'Design Storm Pond Results'!I30/'Design Storm Pond Results'!G30","v":0.99772854094595365},{"$f":"'Design Storm Pond Results'!I29/'Design Storm Pond Results'!G29","v":1.0068887938747964}]
[]
[null,null,null,"S* (Vret/Vrunoff) – ratio of pond retention storage divided by runoff volume.  This parameter characterizes pond retention storage effects.                                                                                                                                                                                                                                                               D* (D85/D15) – ratio of characteristic particle diameters.  This parameter characterizes eroded particle size distribution.  \nQ* = q*F*                                                                                                                                                                                                                                                         F* (Qpo/AoV15) - dimensionless parameter which divides the pond peak outflow rate by the surface area of the pond at the height of the riser and the settling velocity of the D15 particle. It is reciprocal of the pond overflow rate equation.  \nq* (Qpo/Qpi) - ratio of peak outflow divided by peak inflow.  This parameter characterizes pond detention routing effects. \n"]

{"sheet":"R factor","index":83,"n_rows":141,"n_cols":12,"rows_kept":139,"cut":true,"hidden":false,"merged":[[5,7,5,8],[18,6,18,7],[3,1,17,5]],"bounds":{"rows_first":62,"rows_last":15,"rows_between":62,"halvings":5}}
[]
[]
[]
[null,"The R factor is based on the erosive power of rainfall events common to the area.  Sometimes called the \"erosive index,\" R values were developed using weather records for maximum rainfall intensity and kinetic energy.\t \t \n \t \t \t \t \nThe annual R values for South Carolina are included in the DHEC document for Design Rainfall Data.  Values range from 250 to 400 and are provided for each county in the state.  Counties, such as Spartanburg, are divided into different regions, based largely on differences in hydrology, and have different 24-hour rainfall totals and R factors.\t"]
[null,null,null,null,null,null,null," R factor =",{"$f":"VLOOKUP(A79,A81:C141,3)","v":300}]
[null,null,null,null,null,null,null,{"$f":"VLOOKUP(A79,A81:C141,2)","v":"Marlboro"}]
[]
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[]
[null,null,null,null,null,null,null,null,null,null,null," "]
[]
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[43]
["#","Soil Series","R"]
[1,"Abbeville",250]
[{"$f":"A81+1","v":2},"Aiken",250]
[3,"Allendale",300]
[4,"Anderson",275]
[5,"Bamberg",300]
[6,"Barnwell",275]
[7,"Beaufort",400]
[8,"Berkeley North",350]
[9,"Berkeley South",350]
[10,"Calhoun",275]
[11,"Charleston",400]
[12,"Cherokee",275]
[14,"Chesterfield",275]
[15,"Clarendon",300]
[16,"Colleton North",350]
[17,"Colleton South",350]
[18,"Darlington",300]
[19,"Dillon",325]
[20,"Dorchester North",325]
[21,"Dorchester South",325]
[22,"Edgefield",250]
[23,"Fairfield",250]
[24,"Florence North",325]
[25,"Florence South",325]
[26,"Georgetown East",350]
[27,"Georgetown West",350]
[28,"Greenville North",300]
[29,"Greenville South",300]
[30,"Greenwood",250]
[31,"Hampton North",325]
[32,"Hampton South",325]
[33,"Horry North",350]
[34,"Horry South",350]
[35,"Jasper",350]
[36,"Kershaw",275]
[37,"Lancaster",250]
[38,"Laurens",250]
[39,"Lee",275]
[40,"Lexington",250]
[41,"Marion North",325]
[42,"Marion South",325]
[43,"Marlboro",300]
[44,"McCormick",250]
[45,"Newberry",250]
[47,"Oconee South",300]
[48,"Orangeburg East",275]
[49,"Orangeburg West",275]
[50,"Pickens North",300]
[51,"Pickens South",300]
[52,"Richland",275]
[53,"Saluda",250]
[54,"Spartanburg NW",300]
[55,"Spartanburg NE",275]
[56,"Spartanburg SE",275]
[57,"Spartanburg SW",275]
[58,"Sumter",275]
[59,"Union",250]
[60,"Williamsburg",325]
[61,"York",250]

{"sheet":"K factor","index":84,"n_rows":809,"n_cols":14,"rows_kept":139,"cut":true,"hidden":false,"merged":[[6,6,6,7],[14,1,16,4],[19,9,19,12],[20,9,20,12],[9,6,9,7],[10,6,10,7],[11,6,11,7],[3,1,13,4],[7,9,7,12]],"bounds":{"rows_first":62,"rows_last":15,"rows_between":62,"halvings":5}}
[]
[]
[]
[null,"The soil erodibility factor, K, indicates the susceptibility of a soil to erode.  Two soil properties, infiltration capacity and structural stability, exert the greatest influence on erosion.  These features, in turn, are related to a soil's organic matter and clay content, clay type, depth to an impervious layer, and  tendency to crust.  Selecting one of the soils in South Carolina assigns the K factor.  Soils that do not erode readily have K values less than 0.2, while values greater than 0.3 indicate high erodibility.\t\t"]
[null,null,null,null,null,null," K factor =",{"$f":"VLOOKUP(A79,A81:D809,3)","v":0.24}]
[null,null,null,null,null,null,"D15 =",{"$f":"VLOOKUP(A79,A81:D809,4)","v":2.4518189551265862E-2},"D85 =",{"$f":"VLOOKUP(A79,A81:F809,5)","v":0.68094646885284427},"Dstar =",{"$f":"D_85/D_15","v":27.77311381123927}]
[null,null,null,null,null,null,{"$f":"VLOOKUP(A79,A81:C809,2)","v":"NEESES-TOP"},null,"Texture =",{"$f":"VLOOKUP(A79,A81:F809,6)","v":"LS"}]
[null,null,null,null,null,null,null,null,null,"Trapping Efficiency"]
[null,null,null,null,null,null,null,null,"24 hr","12 hr","6 hr","3 hr","2 hr","1 hr"]
[null,null,null,null,null,null,"Coastal TE =",null,{"$f":"'Pond Sediment Trap Efficiency'!J17","v":72.250605629983738},{"$f":"'Pond Sediment Trap Efficiency'!K17","v":71.802026104381213},{"$f":"'Pond Sediment Trap Efficiency'!L17","v":71.675423780831181},{"$f":"'Pond Sediment Trap Efficiency'!M17","v":71.726668002284072},{"$f":"'Pond Sediment Trap Efficiency'!N17","v":71.714683529658487},{"$f":"'Pond Sediment Trap Efficiency'!O17","v":72.116627981645621}]
[null,null,null,null,null,null,"DHEC TE =",null,{"$f":"'Pond Sediment Trap Efficiency'!J18","v":84.177023664338691},{"$f":"'Pond Sediment Trap Efficiency'!K18","v":83.624137116994476},{"$f":"'Pond Sediment Trap Efficiency'!L18","v":83.465141195617392},{"$f":"'Pond Sediment Trap Efficiency'!M18","v":83.529653930662008},{"$f":"'Pond Sediment Trap Efficiency'!N18","v":83.514585447961622},{"$f":"'Pond Sediment Trap Efficiency'!O18","v":84.013603023318552}]
[null,null,null,null,null,null,"UofSC TE =",null,{"$f":"'Pond Sediment Trap Efficiency'!J19","v":84.037868456873468},{"$f":"'Pond Sediment Trap Efficiency'!K19","v":83.919825804669188},{"$f":"'Pond Sediment Trap Efficiency'!L19","v":83.919758983491008},{"$f":"'Pond Sediment Trap Efficiency'!M19","v":83.99555357472228},{"$f":"'Pond Sediment Trap Efficiency'!N19","v":84.213164227968832},{"$f":"'Pond Sediment Trap Efficiency'!O19","v":84.051388356227037}]
[]
[]
[null,"At sites with more than one soil, select the soil with the greatest K value. "]
[]
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[]
[4,"ALAGA- SUB",0.1,3.1331321724980862E-2,0.40917402515011148,"LS"]
[13,"ALTAVISTA-TOP",0.32,6.5401217951136965E-3,0.48343007553434747,"SL"]
[26,"ASHE-TOP",0.24,9.1458434802854423E-3,0.65410395831813284,"SL"]
[35,"ASHLARST-SUB",0.24,1.5067655411817213E-2,0.59677480018336126]
[50,"BALLAHACK-TOP",0.1,8.609261144721235E-3,0.50889267256217896,"SL"]
[56,"BAYBORO-TOP",0.17,5.8540508411572441E-3,0.59549257807728551,"L"]
[65,"BERTIE-SUB",0.24,1.5022855576784202E-2,1.0877573059372772,"L"]
[78,"BLANEY-TOP",0.1,4.4288095145414839E-2,0.326843609156794,"S"]
[99,"BROGDON-SUB",0.17,1.5671315600097626E-2,0.8485426891050537,"LS"]
[103,"BROOKMANDE-SUB",0.28000000000000003,4.9195377025726683E-3,1.0526662942517468]
[120,"CANTEY-TOP",0.37,7.1420653502332412E-3,0.46430423025124695,"L"]
[129,"CARTECAY-TOP",0.32,5.6601827548194289E-3,0.81196882752510513,"L"]
[138,"CENTENARY-SUB",0.1,4.5440448977807239E-2,0.19841448891782099,"S"]
[151,"CHIPOLA-TOP",0.17,4.4464089020695034E-2,0.2209920992597432,"LS"]
[167,"CONGAREE-TOP",0.37,6.5475350386050143E-3,0.48343007553434747,"L"]
[172,"CORONACA-SUB",0.24,4.2075695967154717E-3,1.0492414372556231,"C"]
[193,"DUCKSTON-TOP",0.1,4.5938970130589611E-2,6.1760487346288556E-2,"S"]
[202,"ECONFINA-TOP",0.05,4.5967307181314018E-2,6.4680802763409637E-2]
[215,"EDNEYVILLE-SUB",0.2,8.9239172359689943E-3,0.63430926410579969,"SL"]
[220,"EMPORIA-TOP",0.28000000000000003,9.7959554648758621E-3,0.62494138234133201,"LS"]
[236,"EVARDGR-SUB",0.24,7.7476377040526069E-3,1.040378895098609]
[245,"FORESTON-SUB",0.1,3.0967035537364979E-2,0.98377437541935442,"S"]
[254,"FUQUAYGR-TOP",0.15,3.6735079665261378E-2,0.30858493235837126]
[267,"GOLDSBORO-SUB",0.24,1.335411808567015E-2,1.0703763822144636,"SL"]
[284,"GROVER-SUB",0.32,7.1640507728735082E-3,1.0271985158019699,"L"]
[296,"HELENAGR-SUB",0.28000000000000003,6.6128187849652121E-3,1.0192281226268369]
[309,"HOBONNY-TOP",0.28000000000000003,4.8703032298456385E-3,0.67268602350786844,"SiCL"]
[318,"IREDELL-TOP",0.32,6.7909778246906423E-3,1.0087778398782783,"SL"]
[331,"JOHNSTON-SUB",0.17,4.4466977832460106E-2,0.42623325796392159,"LS"]
[340,"KERSHAW-TOP",0.1,4.6597706323675755E-2,7.3355367190297616E-2,"S"]
[355,"LEON-SUB",0.1,4.5848985041325022E-2,6.1160224894589756E-2,"S"]
[361,"LIGNUM-SUB",0.28000000000000003,4.9386374501603899E-3,1.0543539577091174,"SiL"]
[382,"LYNNHAVEN-TOP",0.1,4.5729191386215062E-2,6.1122327816978544E-2,"S"]
[391,"MANDARIN-SUB",0.2,4.6158635755744505E-2,0.33605205078494355,"S"]
[404,"MAYODAN-TOP",0.32,6.479958021955114E-3,0.98372662206401018,"SL"]
[408,"MECKLENBURG-SUB",0.28000000000000003,4.3208037236827351E-3,1.0109130608506454,"C"]
[425,"MUSELLAST-TOP",0.2,1.8053823055350072E-2,1.0863787826940079]
[434,"NAKINA-SUB",0.28000000000000003,2.4449541850516003E-2,1.0983664043968846,"SL"]
[443,"NEESES-TOP",0.24,2.4518189551265862E-2,0.68094646885284427,"LS"]
[456,"OCILLAFL-SUB",0.24,1.8053823055350072E-2,1.0863787826940079]
[472,"ORANGEST-TOP",0.24,6.6960337249511483E-3,0.62612711600986515]
[489,"PACOLETGR-SUB",0.28000000000000003,5.323722010442916E-3,1.1118349967261498]
[498,"PAMLICOLS-SUB",0.1,4.6168118254734443E-2,0.5577151520954865]
[507,"PELHAMFL-TOP",0.1,2.6176334245393722E-2,0.42803645907217408]
[520,"PINKSTON-TOP",0.37,8.0341837516539772E-3,0.34932316223929533,"SL"]
[536,"POINDEXTER-TOP",0.24,6.1931162915634221E-3,1.0252370656191625,"L"]
[537,"POINDEXTER-SUB",0.24,6.5704710326309626E-3,1.0171825189345154,"SL"]
[550,"QUITMAN-TOP",0.28000000000000003,1.1120915993657181E-2,0.4755335747725985,"SL"]
[571,"RIONGR-TOP",0.2,4.466962583370071E-2,0.92563804301578267]
[584,"SALUDA-SUB",0.2,1.5022855576784202E-2,1.0877573059372772,"SL"]
[589,"SAPELO-TOP",0.17,4.5334193651746707E-2,9.4471163044315173E-2,"S"]
[601,"SHELLBLUFF-TOP",0.28000000000000003,5.2347372472700236E-3,0.6143394089030807,"SiL"]
[614,"SUCHES-SUB",0.28000000000000003,5.9018213517115867E-3,0.94236461173919384,"SCL"]
[623,"TALLADEGA-TOP",0.32,8.5203160780386363E-3,1.0151150408963221,"SiL"]
[636,"TETOTUM-TOP",0.37,7.0126366849136319E-3,0.51529869878496204,"SL"]
[653,"TRANSYLVANIA-SUB",0.32,5.8212188306263814E-3,0.53438040471598336,"SiL"]
[665,"UDORTHENTS-TOP",0.28000000000000003,6.3206051328866071E-3,1.0232550650617938]
[678,"WAGRAM-TOP",0.15,3.6735079665261378E-2,0.30858493235837126,"S"]
[687,"WANDO-SUB",0.1,4.5936639508738664E-2,0.326843609156794,"S"]
[696,"WEHADKEE-TOP",0.32,5.8496544250544909E-3,0.6143394089030807,"SL"]
[709,"WILLIMAN-SUB",0.15,9.7140004245596708E-3,1.0849881085381474,"LS"]
[715,"WOODINGTON-SUB",0.2,1.2515262161085143E-2,0.66551628281093689,"LS"]
[716,"WORSHAM-TOP",0.37,6.5700324492383427E-3,0.48833507649185126,"SiL"]
[717,"WORSHAM-SUB",0.28000000000000003,5.9229064932286883E-3,1.0877573059372772,"SiL"]
[718,"YAUHANNAH-TOP",0.2,1.2672002577267801E-2,0.93401550909309028,"LS"]
[719,"YAUHANNAH-SUB",0.24,1.5022855576784202E-2,1.0877573059372772,"LS"]
[720,"YEMASSEE-TOP",0.2,1.2672002577267801E-2,0.93401550909309028,"SL"]
[721,"YEMASSEE-SUB",0.2,7.7476377040526069E-3,1.040378895098609,"SCL"]
[722,"YEMASSEEFL-TOP",0.2,1.2672002577267801E-2,0.93401550909309028]
[723,"YEMASSEEFL-SUB",0.2,7.7476377040526069E-3,1.040378895098609]
[724,"YEMASSEEOCFL-TOP",0.2,1.2672002577267801E-2,0.93401550909309028]
[725,"YEMASSEEOCFL-SUB",0.2,7.7476377040526069E-3,1.040378895098609]
[726,"YONGES-TOP",0.2,8.3710173877380237E-3,0.69314111999338635,"LS"]
[727,"YONGES-SUB",0.17,6.8262379483090708E-3,1.0348450080277514,"SL"]
[728,"YONGESFL-TOP",0.28000000000000003,6.2626508281280555E-3,0.43750123362650423]
[729,"YONGESFL-SUB",0.17,6.8262379483090708E-3,1.0348450080277514]

{"sheet":"LS factor","index":85,"n_rows":13,"n_cols":7,"rows_kept":13,"cut":false,"hidden":false,"merged":[[4,1,6,6]]}
[]
[]
[]
[]
[null,"The effect of slope length and steepness on water erosion appears in the LS, or topography, factor.  Erosion increases when either the length of the slope increases, the steepness of the slope increases, or both."]
[]
[]
[]
[null,null,null,null,null,null,210]
[]
[null,null,null,null,null,null,2]
[]
[null,null,null,null,null,null,{"$f":"((G9/72.6)^0.3)*(0.0065*G11^2+0.045*G11+0.065)","v":0.24892205465161649}]

{"sheet":"C factor","index":86,"n_rows":393,"n_cols":6,"rows_kept":139,"cut":true,"hidden":false,"merged":[[5,4,6,5],[4,1,8,2]],"bounds":{"rows_first":62,"rows_last":15,"rows_between":62,"halvings":5}}
[]
[]
[]
[]
[null,"The cover-management factor C represents the effect of plants, ground cover, soil biomass, and soil disturbing activities on erosion. ",null,null," C factor =",{"$f":"VLOOKUP(A59,A61:C114,3)","v":0.4}]
[null,null,null,null,{"$f":"VLOOKUP(A59,A61:C114,2)","v":"Jute mesh"}]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[5]
["#","Cover","C"]
[1,"Bare soil",1]
[{"$f":"A61+1","v":2},"Seeding",0.4]
[3,"Seeding & Mulching",0.12]
[9,"Crop Land",0.08]
[14,"Water",0]
[20]
[25]
[30]
[36]
[41]
[47]
[52]
[54]
[59]
[64]
[69]
[75]
[80]
[86]
[91]
[96]
[102]
[109]
[114]
[{"$f":"A178+1","v":110}]
[115]
[116]
[121]
[126]
[132]
[137]
[143]
[149]
[154]
[160]
[165]
[170]
[176]
[181]
[182]
[187]
[192]
[198]
[206]
[210]
[215]
[220]
[226]
[231]
[236]
[242]
[247]
[248]
[255]
[259]
[265]
[270]
[276]
[281]
[286]
[292]
[297]
[302]
[304]
[310]
[311]
[312]
[313]
[314]
[315]
[316]
[317]
[318]
[319]
[320]
[321]
[322]
[323]
[324]

{"sheet":"P factor","index":87,"n_rows":413,"n_cols":8,"rows_kept":139,"cut":true,"hidden":false,"merged":[[5,5,6,6],[5,1,10,3]],"bounds":{"rows_first":62,"rows_last":15,"rows_between":62,"halvings":5}}
[]
[]
[]
[]
[null,null,null,null,null," P factor =",{"$f":"VLOOKUP(A79,A81:D134,3)","v":0.9}," "]
[null,"The erosion control management factor, P, accounts for specific erosion control practices such as terraces, silt fences and pasture.  Stated more succinctly, the P Factor represents what people try to do to slow down the rate of erosion.",null,null,null,{"$f":"VLOOKUP(A79,A81:C134,2)","v":"Track-walked up and down slope"}]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[1,"Terraces",0.4]
[9,"Cropland",0.5]
[12,"Urban Land",1]
[18]
[20]
[30]
[35]
[41]
[44]
[48]
[53]
[61]
[65]
[70]
[77]
[82]
[87]
[94]
[96]
[106]
[107]
[113]
[109]
[115]
[121]
[130]
[133]
[139]
[144]
[150]
[156]
[161]
[165]
[173]
[{"$f":"A262+1","v":174}]
[182]
[185]
[191]
[197]
[206]
[209]
[214]
[217]
[226]
[228]
[238]
[243]
[249]
[250]
[260]
[262]
[269]
[274]
[279]
[286]
[291]
[295]
[302]
[304]
[310]
[311]
[312]
[313]
[314]
[315]
[316]
[317]
[318]
[319]
[320]
[321]
[322]
[323]
[324]