{"text_format":"1","workbook":"xlsx","n_sheets":6,"sheets":["Intro","Rational Calcs","Weighted C","Weighted Slope","Weighted Tc","Design Info"],"not_rendered":{"charts":0,"images":13,"macros":1,"external_links":0,"defined_names":110,"comments":0,"pivot_tables":0},"unopened":[],"bounds":{"document_bytes":16777216,"sheet_cells":100000,"rows_first":2000,"rows_last":500,"rows_between":2000,"halvings":0,"cell_chars":16384,"cell_head_chars":4096},"cells_cut":0,"cells_raw":0,"read":"whole","date_system":"1900"}

{"sheet":"Intro","index":0,"n_rows":42,"n_cols":18,"rows_kept":42,"cut":false,"hidden":false,"merged":[[1,1,3,7],[6,1,6,7],[5,1,5,7],[4,1,4,7]]}
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Worksheet Protected"]
[null,"PEAK RUNOFF PREDICTION BY THE RATIONAL METHOD",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Workbook Protected"]
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[null,"Version 2.00 released May 2017"]
[null,"Urban Drainage and Flood Control District"]
[null,"Denver, Colorado"]
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[null,"Purpose:","This workbook applies the Rational Method to estimate stormwater runoff and peak"]
[null,null,"flows from small urban catchments (typically less than 90 acres)"]
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[null,"Function:","1.  To calculate the runoff coefficient, C for a catchment"]
[]
[null,null,"2.  To calculate the time of concentration, and then compare with the regional time"]
[null,null,"      of concentration limit used for the Denver region.  The smaller one is  "]
[null,null,"      recommended as the rainfall duration for use with the Rational Method."]
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[null,null,"3.  To calculate the design rainfall intensity and resulting peak flow rate."]
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[null,"Content:","The workbook consists of the following five sheets:"]
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[null,"Intro","Describes the purpose of each sheet in the workbook."]
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[null,"Rational Calcs","Performs Rational Method calculations, Q = CIA"]
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[null,"Weighted C","Supporting tool to calculate area-weighted runoff coefficients from sub-areas."]
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[null,"Weighted Slope","Supporting tool to calculate length-weighted slope from multiple flow reaches."]
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[null,"Weighted Tc","Supporting tool to calculate reach-weighted time of concentration from multiple flow reaches."]
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[null,"Design Info","Provides background information from the USDCM"]
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[null,"Acknowledgements:","Spreadsheet Development Team:"]
[null,null,"Derek N. Rapp, P.E."]
[null,null,"Peak Stormwater Engineering, LLC"]
[null,null,"Holly Piza, P.E. and Ken MacKenzie, P.E."]
[null,null,"Urban Drainage and Flood Control District"]
[null,null," "]
[null,"Comments?","Direct all comments regarding this spreadsheet workbook to:",null,null,null,null,"UDFCD email"]
[null,"Revisions?","Check for revised versions of this or any other workbook at:",null,null,null,null,"Downloads"]

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["Calculation of Peak Runoff using Rational Method",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Worksheet Protected",null,null,null,null,null,"Create separate worksheets for:"]
["Designer:",null,null,null,{"$f":"Intro!B5","v":"Version 2.00 released May 2017"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Select UDFCD location for NOAA Atlas 14 Rainfall Depths from the pulldown list OR enter your own depths obtained from the NOAA website (click this link)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"1. Tool to calculate area-weighted runoff coeff, where user enters subarea info (IDs, Area, HSG, %Imp), and the area-weighted runoff coeff is determined for the subcatchment (based on all subareas)"]
["Company:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"2-yr","5-yr","10-yr","25-yr","50-yr","100-yr","500-yr",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"2. Length-weighted slope calculations, where user enters flow path info (length, U/S elev., D/S elev., OR slope), and the length-weighted average slope is calculated."]
["Date:",{"$f":"NOW()","v":"2017-05-31T17:23:12.260"},null,null,null,"Cells of this color are for required user-input",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"1-hour rainfall depth, P1 (in) =",0.82499999999999996,1.0900000000000001,1.33,1.69,1.99,2.31,3.14,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"3. Reach-weighted Tc calculations, where user enters flow path info (Type (overland vs. channel), length, slope, C5, K) and the combined Tc values is computed."]
["Project:",null,null,null,null,"Cells of this color are for optional override values",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"a","b","c"]
["Location:",null,null,null,null,"Cells of this color are for calculated results based on overrides",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rainfall Intensity Equation Coefficients =",28.5,10,0.78600000000000003,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"For each of these three sheets, provide buttons that allow the user to copy the sheet to a new sheet and name the tab (to save their interim work).  On the new copied sheets, provide buttons to rename the sheet and to delete the sheet."]
[]
["Subcatchment Name","Area\n(ac)","NRCS Hydrologic Soil Group","Percent Imperviousness","Runoff Coefficient, C",null,null,null,null,null,null,"Overland (Initial) Flow Time",null,null,null,null,"Channelized (Travel) Flow Time",null,null,null,null,null,null,"Time of Concentration",null,null,"Rainfall Intensity, I (in/hr)",null,null,null,null,null,null,"Peak Flow, Q (cfs)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"NRCS Hydrologic Soil Group"]
[null,null,null,null,"2-yr","5-yr","10-yr","25-yr","50-yr","100-yr","500-yr","Overland Flow Length\nLi (ft)","U/S Elevation\n(ft)\n(Optional)","D/S Elevation\n(ft)\n(Optional)","Overland Flow Slope\nSi (ft/ft)","Overland Flow Time\nti (min)","Channelized Flow Length\nLt (ft)","U/S Elevation\n(ft)\n(Optional)","D/S Elevation\n(ft)\n(Optional)","Channelized Flow Slope\nSt (ft/ft)","NRCS Conveyance Factor K","Channelized Flow Velocity\nVt (ft/sec)","Channelized Flow Time\ntt (min)","Computed\ntc (min)","Regional\ntc (min)","Selected\ntc (min)","2-yr","5-yr","10-yr","25-yr","50-yr","100-yr","500-yr","2-yr","5-yr","10-yr","25-yr","50-yr","100-yr","500-yr",null,null,null,null,null,null,null,null,null,null,null,null,null,"Hide (0)  Unhide (1) Row"]
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["Area-Weighted Runoff Coefficient Calculations",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Worksheet Protected"]
[{"$f":"Intro!B5","v":"Version 2.00 released May 2017"}]
[]
["Designer:",{"$f":"IF('Rational Calcs'!B2:D2=\"\",\"\",'Rational Calcs'!B2:D2)","v":""}]
["Company:",{"$f":"IF('Rational Calcs'!B3:D3=\"\",\"\",'Rational Calcs'!B3:D3)","v":""}]
["Date:",{"$f":"NOW()","v":"2017-05-31T17:23:12.260"}]
["Project:",{"$f":"IF('Rational Calcs'!B5:D5=\"\",\"\",'Rational Calcs'!B5:D5)","v":""}]
["Location:",{"$f":"IF('Rational Calcs'!B6:D6=\"\",\"\",'Rational Calcs'!B6:D6)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"NRCS Hydrologic Soil Group"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"A"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"B"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"C"]
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[]
[]
[]
[]
[]
[null,null,null,null,null,"Cells of this color are for required user-input"]
["Subcatchment Name",null,null,null,null,"Cells of this color are for optional override values"]
[null,null,null,null,null,"Cells of this color are for calculated results based on overrides"]
[]
[null,null,null,null,null,null,null,null,null,null,"See sheet \"Design Info\" for imperviousness-based runoff coefficient values."]
["Sub-Area\nID","Area\n(ac)","NRCS Hydrologic Soil Group","Percent Imperviousness","Runoff Coefficient, C"]
[null,null,null,null,"2-yr","5-yr","10-yr","25-yr","50-yr","100-yr","500-yr"]
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[]
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[]
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[]
[null,null,null,null,{"$f":"IF(OR($C44=\"\",$D44=\"\"),\"\",IF($C44=\"A\",0.84*($D44/100)^1.302,IF($C44=\"B\",0.835*($D44/100)^1.169,IF(OR($C44=\"C\",$C44=\"D\"),0.834*($D44/100)^1.122,\"SOIL?\"))))","v":""},{"$f":"IF(OR($C44=\"\",$D44=\"\"),\"\",IF($C44=\"A\",0.861*($D44/100)^1.276,IF($C44=\"B\",0.857*($D44/100)^1.088,IF(OR($C44=\"C\",$C44=\"D\"),0.815*($D44/100)+0.035,\"SOIL?\"))))","v":""},{"$f":"IF(OR($C44=\"\",$D44=\"\"),\"\",IF($C44=\"A\",0.873*($D44/100)^1.232,IF($C44=\"B\",0.807*($D44/100)+0.057,IF(OR($C44=\"C\",$C44=\"D\"),0.735*($D44/100)+0.132,\"SOIL?\"))))","v":""},{"$f":"IF(OR($C44=\"\",$D44=\"\"),\"\",IF($C44=\"A\",0.884*($D44/100)^1.124,IF($C44=\"B\",0.628*($D44/100)+0.249,IF(OR($C44=\"C\",$C44=\"D\"),0.56*($D44/100)+0.319,\"SOIL?\"))))","v":""},{"$f":"IF(OR($C44=\"\",$D44=\"\"),\"\",IF($C44=\"A\",0.854*($D44/100)+0.025,IF($C44=\"B\",0.558*($D44/100)+0.328,IF(OR($C44=\"C\",$C44=\"D\"),0.494*($D44/100)+0.393,\"SOIL?\"))))","v":""},{"$f":"IF(OR($C44=\"\",$D44=\"\"),\"\",IF($C44=\"A\",0.779*($D44/100)+0.11,IF($C44=\"B\",0.465*($D44/100)+0.426,IF(OR($C44=\"C\",$C44=\"D\"),0.409*($D44/100)+0.484,\"SOIL?\"))))","v":""},{"$f":"IF(OR($C44=\"\",$D44=\"\"),\"\",IF($C44=\"A\",0.645*($D44/100)+0.254,IF($C44=\"B\",0.366*($D44/100)+0.536,IF(OR($C44=\"C\",$C44=\"D\"),0.315*($D44/100)+0.588,\"SOIL?\"))))","v":""}]
[]
[null,null,null,null,{"$f":"IF(OR($C46=\"\",$D46=\"\"),\"\",IF($C46=\"A\",0.84*($D46/100)^1.302,IF($C46=\"B\",0.835*($D46/100)^1.169,IF(OR($C46=\"C\",$C46=\"D\"),0.834*($D46/100)^1.122,\"SOIL?\"))))","v":""},{"$f":"IF(OR($C46=\"\",$D46=\"\"),\"\",IF($C46=\"A\",0.861*($D46/100)^1.276,IF($C46=\"B\",0.857*($D46/100)^1.088,IF(OR($C46=\"C\",$C46=\"D\"),0.815*($D46/100)+0.035,\"SOIL?\"))))","v":""},{"$f":"IF(OR($C46=\"\",$D46=\"\"),\"\",IF($C46=\"A\",0.873*($D46/100)^1.232,IF($C46=\"B\",0.807*($D46/100)+0.057,IF(OR($C46=\"C\",$C46=\"D\"),0.735*($D46/100)+0.132,\"SOIL?\"))))","v":""},{"$f":"IF(OR($C46=\"\",$D46=\"\"),\"\",IF($C46=\"A\",0.884*($D46/100)^1.124,IF($C46=\"B\",0.628*($D46/100)+0.249,IF(OR($C46=\"C\",$C46=\"D\"),0.56*($D46/100)+0.319,\"SOIL?\"))))","v":""},{"$f":"IF(OR($C46=\"\",$D46=\"\"),\"\",IF($C46=\"A\",0.854*($D46/100)+0.025,IF($C46=\"B\",0.558*($D46/100)+0.328,IF(OR($C46=\"C\",$C46=\"D\"),0.494*($D46/100)+0.393,\"SOIL?\"))))","v":""},{"$f":"IF(OR($C46=\"\",$D46=\"\"),\"\",IF($C46=\"A\",0.779*($D46/100)+0.11,IF($C46=\"B\",0.465*($D46/100)+0.426,IF(OR($C46=\"C\",$C46=\"D\"),0.409*($D46/100)+0.484,\"SOIL?\"))))","v":""},{"$f":"IF(OR($C46=\"\",$D46=\"\"),\"\",IF($C46=\"A\",0.645*($D46/100)+0.254,IF($C46=\"B\",0.366*($D46/100)+0.536,IF(OR($C46=\"C\",$C46=\"D\"),0.315*($D46/100)+0.588,\"SOIL?\"))))","v":""}]
[]
["Total Area (ac)",{"$f":"IF(OR(COUNTA(B28:B47)=0,COUNTA(C28:C47)=0,COUNTA(D28:D47)=0),\"\",\nIF(COUNTA(B28:D29)=3,B28,0)+IF(COUNTA(B30:D31)=3,B30,0)+IF(COUNTA(B32:D33)=3,B32,0)+IF(COUNTA(B34:D35)=3,B34,0)+IF(COUNTA(B36:D37)=3,B36,0)\n+IF(COUNTA(B38:D39)=3,B38,0)+IF(COUNTA(B40:D41)=3,B40,0)+IF(COUNTA(B42:D43)=3,B42,0)+IF(COUNTA(B44:D45)=3,B44,0)+IF(COUNTA(B46:D47)=3,B46,0))","v":""},null,"Area-Weighted C",{"$f":"IF($B$48=\"\",\"\",\n(IF(E28=\"\",0,$B28*E28)+IF(E30=\"\",0,$B30*E30)+IF(E32=\"\",0,$B32*E32)+IF(E34=\"\",0,$B34*E34)+IF(E36=\"\",0,$B36*E36)\n+IF(E38=\"\",0,$B38*E38)+IF(E40=\"\",0,$B40*E40)+IF(E42=\"\",0,$B42*E42)+IF(E44=\"\",0,$B44*E44)+IF(E46=\"\",0,$B46*E46))/$B$48)","v":""},{"$f":"IF($B$48=\"\",\"\",\n(IF(F28=\"\",0,$B28*F28)+IF(F30=\"\",0,$B30*F30)+IF(F32=\"\",0,$B32*F32)+IF(F34=\"\",0,$B34*F34)+IF(F36=\"\",0,$B36*F36)\n+IF(F38=\"\",0,$B38*F38)+IF(F40=\"\",0,$B40*F40)+IF(F42=\"\",0,$B42*F42)+IF(F44=\"\",0,$B44*F44)+IF(F46=\"\",0,$B46*F46))/$B$48)","v":""},"","","","",""]
[null,null,null,"Area-Weighted Override C",{"$f":"IF($B$48=\"\",\"\",\n(IF(E29=\"\",IF(E28=\"\",0,$B28*E28),$B28*E29)+IF(E31=\"\",IF(E30=\"\",0,$B30*E30),$B30*E31)+IF(E33=\"\",IF(E32=\"\",0,$B32*E32),$B32*E33)\n+IF(E35=\"\",IF(E34=\"\",0,$B34*E34),$B34*E35)+IF(E37=\"\",IF(E36=\"\",0,$B36*E36),$B36*E37)+IF(E39=\"\",IF(E38=\"\",0,$B38*E38),$B38*E39)\n+IF(E41=\"\",IF(E40=\"\",0,$B40*E40),$B40*E41)+IF(E43=\"\",IF(E42=\"\",0,$B42*E42),$B42*E43)+IF(E45=\"\",IF(E44=\"\",0,$B44*E44),$B44*E45)\n+IF(E47=\"\",IF(E46=\"\",0,$B46*E46),$B46*E47))/$B$48)","v":""},{"$f":"IF($B$48=\"\",\"\",\n(IF(F29=\"\",IF(F28=\"\",0,$B28*F28),$B28*F29)+IF(F31=\"\",IF(F30=\"\",0,$B30*F30),$B30*F31)+IF(F33=\"\",IF(F32=\"\",0,$B32*F32),$B32*F33)\n+IF(F35=\"\",IF(F34=\"\",0,$B34*F34),$B34*F35)+IF(F37=\"\",IF(F36=\"\",0,$B36*F36),$B36*F37)+IF(F39=\"\",IF(F38=\"\",0,$B38*F38),$B38*F39)\n+IF(F41=\"\",IF(F40=\"\",0,$B40*F40),$B40*F41)+IF(F43=\"\",IF(F42=\"\",0,$B42*F42),$B42*F43)+IF(F45=\"\",IF(F44=\"\",0,$B44*F44),$B44*F45)\n+IF(F47=\"\",IF(F46=\"\",0,$B46*F46),$B46*F47))/$B$48)","v":""},"","","","",""]
[]
[]
[null,"If you would like to save a copy of these results to another worksheet for future reference or for printing purposes, click the 'Copy Worksheet' button.  The worksheet will be copied and renamed using the 'Subcatchment Name' that you provided above.  The new worksheet can be renamed or deleted later using buttons provided on the new worksheet."]

{"sheet":"Weighted Slope","index":3,"n_rows":55,"n_cols":18,"rows_kept":55,"cut":false,"hidden":false,"merged":[[54,1,58,4],[20,3,22,3],[7,1,7,8],[20,5,20,8],[21,5,21,8],[22,5,22,8],[6,1,6,8],[0,0,0,8],[1,0,1,8],[3,1,3,8],[4,1,4,8],[5,1,5,8]]}
["Length-Weighted Slope Calculations",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Worksheet Protected"]
[{"$f":"Intro!B5","v":"Version 2.00 released May 2017"}]
[]
["Designer:",{"$f":"IF('Rational Calcs'!B2:D2=\"\",\"\",'Rational Calcs'!B2:D2)","v":""}]
["Company:",{"$f":"IF('Rational Calcs'!B3:D3=\"\",\"\",'Rational Calcs'!B3:D3)","v":""}]
["Date:",{"$f":"NOW()","v":"2017-05-31T17:23:12.260"}]
["Project:",{"$f":"IF('Rational Calcs'!B5:D5=\"\",\"\",'Rational Calcs'!B5:D5)","v":""}]
["Location:",{"$f":"IF('Rational Calcs'!B6:D6=\"\",\"\",'Rational Calcs'!B6:D6)","v":""}]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,"Percent\nImperviousness\n(%)"]
[]
[null,"Subcatchment Name"]
[]
[]
[null,"OVERLAND FLOW"]
[null,"Reach\nID","Overland Flow Length\nLi (ft)","U/S Elevation\n(ft)\n(Optional)","D/S Elevation\n(ft)\n(Optional)","Overland Flow Slope\nSi (ft/ft)"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,"Total Overland Length (ft)",{"$f":"IF(OR(COUNTA(WS_OverlandLength_Column)=0,COUNTA(WS_OverlandSlope_Column)=0),\"\",\nIF(COUNTA(C28,F28)=2,C28,0)+IF(COUNTA(C29,F29)=2,C29,0)+IF(COUNTA(C30,F30)=2,C30,0)+IF(COUNTA(C31,F31)=2,C31,0)+IF(COUNTA(C32,F32)=2,C32,0)\n+IF(COUNTA(C33,F33)=2,C33,0)+IF(COUNTA(C34,F34)=2,C34,0)+IF(COUNTA(C35,F35)=2,C35,0)+IF(COUNTA(C36,F36)=2,C36,0)+IF(COUNTA(C37,F37)=2,C37,0))","v":""},null,"Length-Weighted Slope (ft/ft)",{"$f":"IF($C$38=\"\",\"\",\n(IF(F28=\"\",0,C28*F28)+IF(F29=\"\",0,C29*F29)+IF(F30=\"\",0,C30*F30)+IF(F31=\"\",0,C31*F31)+IF(F32=\"\",0,C32*F32)\n+IF(F33=\"\",0,C33*F33)+IF(F34=\"\",0,C34*F34)+IF(F35=\"\",0,C35*F35)+IF(F36=\"\",0,C36*F36)+IF(F37=\"\",0,C37*F37))/$C$38)","v":""}]
[null,null,1]
[null,"CHANNELIZED FLOW"]
[null,"Reach\nID","Channelized Flow Length\nLt (ft)","U/S Elevation\n(ft)\n(Optional)","D/S Elevation\n(ft)\n(Optional)","Channelized Flow Slope\nSt (ft/ft)"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,"Total Channelized Length (ft)",{"$f":"IF(OR(COUNTA(WS_ChannelizedLength_Column)=0,,COUNTA(WS_ChannelizedSlope_Column)=0),\"\",\nIF(COUNTA(C42,F42)=2,C42,0)+IF(COUNTA(C43,F43)=2,C43,0)+IF(COUNTA(C44,F44)=2,C44,0)+IF(COUNTA(C45,F45)=2,C45,0)+IF(COUNTA(C46,F46)=2,C46,0)\n+IF(COUNTA(C47,F47)=2,C47,0)+IF(COUNTA(C48,F48)=2,C48,0)+IF(COUNTA(C49,F49)=2,C49,0)+IF(COUNTA(C50,F50)=2,C50,0)+IF(COUNTA(C51,F51)=2,C51,0))","v":""},null,"Length-Weighted Slope (ft/ft)",{"$f":"IF($C$52=\"\",\"\",\n(IF(F42=\"\",0,C42*F42)+IF(F43=\"\",0,C43*F43)+IF(F44=\"\",0,C44*F44)+IF(F45=\"\",0,C45*F45)+IF(F46=\"\",0,C46*F46)\n+IF(F47=\"\",0,C47*F47)+IF(F48=\"\",0,C48*F48)+IF(F49=\"\",0,C49*F49)+IF(F50=\"\",0,C50*F50)+IF(F51=\"\",0,C51*F51))/$C$52)","v":""}]
[]
[]
[null,"If you would like to save a copy of these results to another worksheet for future reference or for printing purposes, click the 'Copy Worksheet' button.  The worksheet will be copied and renamed using the 'Subcatchment Name' that you provided above.  The new worksheet can be renamed or deleted later using buttons provided on the new worksheet."]

{"sheet":"Weighted Tc","index":4,"n_rows":59,"n_cols":18,"rows_kept":59,"cut":false,"hidden":false,"merged":[[58,1,62,4],[7,1,7,8],[20,3,22,3],[0,0,0,8],[1,0,1,8],[3,1,3,8],[4,1,4,8],[5,1,5,8],[6,1,6,8]]}
["Reach-Weighted Time of Concentration Calculations",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Worksheet Protected"]
[{"$f":"Intro!B5","v":"Version 2.00 released May 2017"}]
[]
["Designer:",{"$f":"IF('Rational Calcs'!B2:D2=\"\",\"\",'Rational Calcs'!B2:D2)","v":""}]
["Company:",{"$f":"IF('Rational Calcs'!B3:D3=\"\",\"\",'Rational Calcs'!B3:D3)","v":""}]
["Date:",{"$f":"NOW()","v":"2017-05-31T17:23:12.260"}]
["Project:",{"$f":"IF('Rational Calcs'!B5:D5=\"\",\"\",'Rational Calcs'!B5:D5)","v":""}]
["Location:",{"$f":"IF('Rational Calcs'!B6:D6=\"\",\"\",'Rational Calcs'!B6:D6)","v":""}]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,"Percent\nImperviousness\n(%)"]
[]
[null,"Subcatchment Name"]
[]
[]
[null,"OVERLAND FLOW"]
[null,"Reach\nID","Overland Flow Length\nLi (ft)","Overland Flow Slope\nSi (ft/ft)","5-yr\n Runoff Coefficient, C5","Overland Flow Time\nti (min)"]
[null,null,null,null,null,{"$f":"IF(COUNTA(C28:E28)=3,(0.395*(1.1-E28)*SQRT(C28))/(D28^0.33),\"\")","v":""}]
[null,null,null,null,null,{"$f":"IF(COUNTA(C29:E29)=3,(0.395*(1.1-E29)*SQRT(C29))/(D29^0.33),\"\")","v":""}]
[null,null,null,null,null,""]
[null,null,null,null,null,""]
[null,null,null,null,null,""]
[null,null,null,null,null,""]
[null,null,null,null,null,""]
[null,null,null,null,null,""]
[null,null,null,null,null,""]
[null,null,null,null,null,""]
[null,"Weighted Totals",{"$f":"IF(COUNT(WT_OverlandTi_Column)=0,\"\",\nIF(F28<>\"\",C28,0)+IF(F29<>\"\",C29,0)+IF(F30<>\"\",C30,0)+IF(F31<>\"\",C31,0)+IF(F32<>\"\",C32,0)\n+IF(F33<>\"\",C33,0)+IF(F34<>\"\",C34,0)+IF(F35<>\"\",C35,0)+IF(F36<>\"\",C36,0)+IF(F37<>\"\",C37,0))","v":""},{"$f":"IF(WT_OverlandLength=\"\",\"\",\n(IF(F28<>\"\",C28*D28,0)+IF(F29<>\"\",C29*D29,0)+IF(F30<>\"\",C30*D30,0)+IF(F31<>\"\",C31*D31,0)+IF(F32<>\"\",C32*D32,0)\n+IF(F33<>\"\",C33*D33,0)+IF(F34<>\"\",C34*D34,0)+IF(F35<>\"\",C35*D35,0)+IF(F36<>\"\",C36*D36,0)+IF(F37<>\"\",C37*D37,0))/WT_OverlandLength)","v":""},"Total ti (min)",{"$f":"IF(WT_OverlandLength=\"\",\"\",SUM(WT_OverlandTi_Column))","v":""}]
[null,null,1]
[null,"CHANNELIZED FLOW"]
[null,"Reach\nID","Channelized Flow Length\nLt (ft)","Channelized Flow Slope\nSt (ft/ft)","NRCS Conveyance Factor K","Channelized Flow Time\ntt (min)"]
[null,null,null,null,null,{"$f":"IF(COUNTA(C42:E42)=3,C42/(60*E42*SQRT(D42)),\"\")","v":""}]
[null,null,null,null,null,{"$f":"IF(COUNTA(C43:E43)=3,C43/(60*E43*SQRT(D43)),\"\")","v":""}]
[null,null,null,null,null,""]
[null,null,null,null,null,""]
[null,null,null,null,null,""]
[null,null,null,null,null,""]
[null,null,null,null,null,""]
[null,null,null,null,null,""]
[null,null,null,null,null,""]
[null,null,null,null,null,""]
[null,"Weighted Totals",{"$f":"IF(COUNT(WT_ChannelizedTt_Column)=0,\"\",\nIF(F42<>\"\",C42,0)+IF(F43<>\"\",C43,0)+IF(F44<>\"\",C44,0)+IF(F45<>\"\",C45,0)+IF(F46<>\"\",C46,0)\n+IF(F47<>\"\",C47,0)+IF(F48<>\"\",C48,0)+IF(F49<>\"\",C49,0)+IF(F50<>\"\",C50,0)+IF(F51<>\"\",C51,0))","v":""},{"$f":"IF(WT_ChannelizedLength=\"\",\"\",\n(IF(F42<>\"\",C42*D42,0)+IF(F43<>\"\",C43*D43,0)+IF(F44<>\"\",C44*D44,0)+IF(F45<>\"\",C45*D45,0)+IF(F46<>\"\",C46*D46,0)\n+IF(F47<>\"\",C47*D47,0)+IF(F48<>\"\",C48*D48,0)+IF(F49<>\"\",C49*D49,0)+IF(F50<>\"\",C50*D50,0)+IF(F51<>\"\",C51*D51,0))/WT_ChannelizedLength)","v":""},"Total tt (min)",{"$f":"IF(WT_ChannelizedLength=\"\",\"\",SUM(WT_ChannelizedTt_Column))","v":""}]
[]
[]
[null,null,null,null,"Computed tc (min)",{"$f":"IF(OR(WT_OverlandTime=\"\",WT_ChannelizedTime=\"\"),0,WT_OverlandTime+WT_ChannelizedTime)","v":0}]
[null,null,null,null,"Regional tc (min)",{"$f":"IF(OR(WT_Imperviousness_Input=\"\",WT_ChannelizedLength=\"\",WT_ChannelizedSlope=\"\"),\"\",(26-17*(WT_Imperviousness_Input/100))+(WT_ChannelizedLength/(60*(14*(WT_Imperviousness_Input/100)+9)*SQRT(WT_ChannelizedSlope))))","v":""}]
[null,null,null,null,"Selected tc (min)",{"$f":"IF(OR(WT_ComputedTc=\"\",WT_RegionalTc=\"\"),\"\",MAX(IF(WT_Imperviousness_Input<=20,10,5),MIN(WT_ComputedTc,WT_RegionalTc)))","v":""}]
[]
[null,"If you would like to save a copy of these results to another worksheet for future reference or for printing purposes, click the 'Copy Worksheet' button.  The worksheet will be copied and renamed using the 'Subcatchment Name' that you provided above.  The new worksheet can be renamed or deleted later using buttons provided on the new worksheet."]

{"sheet":"Design Info","index":5,"n_rows":80,"n_cols":20,"rows_kept":80,"cut":false,"hidden":false,"merged":[[77,0,77,14],[78,0,78,14],[79,0,79,14],[0,0,0,14],[1,0,1,14],[2,0,2,14]]}
["Supplementary Design Information for UD-Rational Workbook",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Worksheet Protected"]
["Urban Storm Drainage Criteria Manual (USDCM) Volume 1, Chapter 6 - Runoff   (March 2017)"]
[{"$f":"Intro!B5","v":"Version 2.00 released May 2017"}]
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["Supplementary Design Information for UD-Rational Workbook"]
["Urban Storm Drainage Criteria Manual (USDCM) Volume 1, Chapter 6 - Runoff   (March 2017)"]
[{"$f":"Intro!B5","v":"Version 2.00 released May 2017"}]