{"text_format":"3","workbook":"xlsx","n_sheets":5,"sheets":["USER_INPUT","STAGE-STORAGE","SEDIMENTATION","HYDROGRAPH","REFERENCE"],"not_rendered":{"charts":7,"images":1,"macros":1,"external_links":1},"read":"whole","date_system":"1900"}

{"sheet":"USER_INPUT","index":0,"n_rows":31,"n_cols":14,"rows_kept":31,"merged":[[2,2,2,4],[2,5,2,13],[4,2,4,3],[4,5,4,7],[4,12,4,13],[6,2,6,3],[6,5,6,7],[6,12,6,13],[7,5,7,6],[8,9,8,10],[11,9,11,10],[11,12,11,13],[12,2,12,3],[15,12,15,13],[16,5,29,5],[18,2,18,3],[19,12,19,13],[20,12,29,13]]}
[]
[]
[null,null,"In-Channel Sediment Basin Design Tool",null,null,"User Provided Input Paramters (Red)"]
[]
[null,null,"Project & Location:",null,null,"Designer:",{"$nulls":6},"Date:"]
[]
[null,null,"Channel Configuration",null,null,"Site Soil Gradation",{"$nulls":3},"Expected Temperature in Basin (°F)",70,null,"Storage"]
[null,null,"Foreslope (H:V)",{"v":3.5,"d":"3.50"},null,"Sieve No. (mm)",null,"% Finer",{"$nulls":4},"Standing Pool (ft3)",{"$f":"IF($D$20=REFERENCE!B4,(VLOOKUP((USER_INPUT!D24/12),'STAGE-STORAGE'!A4:D55,4,TRUE)),IF($D$20=REFERENCE!B5,(VLOOKUP((USER_INPUT!D30/12),'STAGE-STORAGE'!A4:D55,4,TRUE)),IF($D$20=REFERENCE!B6,(VLOOKUP(USER_INPUT!D17,'STAGE-STORAGE'!A4:D55,4,TRUE)),0)))","v":{"v":1793.1666666666667,"d":"1793.17"}}]
[null,null,"Backslope (H:V)",{"v":3,"d":"3.00"},null,4,{"v":4.75,"d":"4.7500"},{"v":1,"d":"100%"},null,"Hydrograph Routing",null,null,"Stormwater Storage (ft3)",{"$f":"(IF($D$20=REFERENCE!B4,(VLOOKUP((D17),'STAGE-STORAGE'!A4:D55,4,TRUE)),IF($D$20=REFERENCE!B5,(VLOOKUP((D17),'STAGE-STORAGE'!A4:D55,4,TRUE)),IF($D$20=REFERENCE!B6,(VLOOKUP(USER_INPUT!D17,'STAGE-STORAGE'!A4:D55,4,TRUE)),0))))-N8","v":{"v":7138.833333333333,"d":"7138.83"}}]
[null,null,"Channel Bottom Width (ft)",{"v":10,"d":"10.00"},null,10,{"v":2,"d":"2.0000"},{"v":0.9648946840521565,"d":"96%"},null,"Route Hydrograph?","Yes",null,"Aux. Spillway Flow (ft3)",{"$f":"(VLOOKUP(D14,'STAGE-STORAGE'!A4:D55,4,TRUE))-USER_INPUT!N9","v":{"v":4722.393229166667,"d":"4722.39"}}]
[null,null,"Longitudinal Slope (%)",{"v":0.03,"d":"3.00%"},null,20,{"v":0.85,"d":"0.8500"},{"v":0.8876629889669002,"d":"89%"},null,"Initial Discharge Elevation (ft)",{"$f":"IF($D$20=REFERENCE!B4,USER_INPUT!D24/12,IF($D$20=REFERENCE!B5,USER_INPUT!D30/12,IF($D$20=REFERENCE!B6,D17,0)))","v":{"v":2,"d":"2.00"}},null,"Skimmer Sizing Factor (ft3/in2)",{"$f":"ROUNDUP(IF($D$21=1,VLOOKUP($D$21,REFERENCE!E5:G12,2,TRUE),IF($D$21=2,VLOOKUP('STAGE-STORAGE'!J55,REFERENCE!I5:K12,2,TRUE),IF($D$21=3,VLOOKUP('STAGE-STORAGE'!J55,REFERENCE!M5:O12,2,TRUE),IF($D$21=4,VLOOKUP('STAGE-STORAGE'!J55,REFERENCE!Q5:S12,2,TRUE),IF($D$21=5,VLOOKUP('STAGE-STORAGE'!J55,REFERENCE!U5:W12,2,TRUE),IF($D$21=6,VLOOKUP('STAGE-STORAGE'!J55,REFERENCE!Y5:AA12,2,TRUE),IF($D$21=7,VLOOKUP('STAGE-STORAGE'!J55,REFERENCE!AC5:AE12,2,TRUE)))))))),0)","v":2246}]
[{"$nulls":5},40,{"v":0.425,"d":"0.4250"},{"v":0.7983951855566698,"d":"80%"},null,"User Input Hydrograph",null,null,"Skimmer"]
[null,null,"Dam/ Auxiliary Spillway Configuration",null,null,60,{"v":0.25,"d":"0.2500"},{"v":0.7502507522567705,"d":"75%"},null,"Time (hr)","Qin (ft3/s)",null,"Skimmer Size (in.)",{"$f":"ROUNDUP(IF($D$21=1,VLOOKUP($D$21,REFERENCE!E5:G12,3,TRUE),IF($D$21=2,VLOOKUP('STAGE-STORAGE'!J55,REFERENCE!I5:K12,3,TRUE),IF($D$21=3,VLOOKUP('STAGE-STORAGE'!J55,REFERENCE!M5:O12,3,TRUE),IF($D$21=4,VLOOKUP('STAGE-STORAGE'!J55,REFERENCE!Q5:S12,3,TRUE),IF($D$21=5,VLOOKUP('STAGE-STORAGE'!J55,REFERENCE!U5:W12,3,TRUE),IF($D$21=6,VLOOKUP('STAGE-STORAGE'!J55,REFERENCE!Y5:AA12,3,TRUE),IF($D$21=7,VLOOKUP('STAGE-STORAGE'!J55,REFERENCE!AC5:AE12,3,TRUE)))))))),0)","v":2}]
[null,null,"Top of Dam (ft)",{"v":4.5,"d":"4.50"},null,100,{"v":0.15,"d":"0.1500"},{"v":0.6770310932798401,"d":"68%"},null,{"v":0,"d":"0.000"},0,null,"Orifice Diameter (in.)",{"$f":"IF(N11>0,SQRT((('STAGE-STORAGE'!J55/USER_INPUT!N11)/3.14159)*2),\"Change Dewatering Time\")","v":{"v":1.5911448817239429,"d":"1.59"}}]
[null,null,"Slope of Dam Face (%)",{"v":2,"d":"200.00%"},null,120,{"v":0.125,"d":"0.1250"},{"v":0.6138415245737211,"d":"61%"},null,{"v":0.0166666666666667,"d":"0.017"},0,null,"Head",{"$f":"VLOOKUP(N13,REFERENCE!AE5:AF12,2,FALSE)","v":2}]
[null,null,"Spillway Width (ft)",{"v":4,"d":"4.00"},null,200,{"v":0.075,"d":"0.0750"},{"v":0.622,"d":"62%"},null,{"v":0.0333333333333333,"d":"0.033"},0,null,"Flocculant"]
[null,null,"Spillway Height (ft)",{"$f":"D14-0.5","v":{"v":4,"d":"4.00"}},null,"Pan- Hydrometer Analysis",{"v":0.052164212572656056,"d":"0.0522"},{"v":0.606,"d":"61%"},null,{"v":0.05,"d":"0.050"},0,null,"Settled Sediment (%)",{"$f":"REFERENCE!$H$42","v":{"v":0.7989999999999999,"d":"79.90%"}}]
[{"$nulls":6},{"v":0.037857873842853544,"d":"0.0379"},{"v":0.573,"d":"57%"},null,{"v":0.0666666666666667,"d":"0.067"},0,null,"Apply Flocculant?",{"$f":"IF(N17<0.8,\"Yes\",\"No\")","v":"Yes"}]
[null,null,"Dewatering System",{"$nulls":3},{"v":0.027930033238160897,"d":"0.0279"},{"v":0.516,"d":"52%"},null,{"v":0.0833333333333333,"d":"0.083"},0]
[null,null,"Dewatering Structure","Riser",null,null,{"v":0.021296953008561447,"d":"0.0213"},{"v":0.401,"d":"40%"},null,{"v":0.1,"d":"0.100"},0,null,"Notes"]
[null,null,"Desired Dewatering Time (days)",2,null,null,{"v":0.015613774475143961,"d":"0.0156"},{"v":0.34,"d":"34%"},null,{"v":0.116666666666667,"d":"0.117"},0,null,"This tool is to be used for design guidance only. The engineer of record is responsible for final design. Dam height is limited to 5 ft, as maximum specified in 3.4.6 of IECA Sediment Basin Design Standard (2021). Skimmer is limited to design for the Faircloth Skimmer. If the skimmer size or orifice diameter results in #N/A, dewatering time must be increased. Inflow hydrograph is limited to 2000 time step entries. Flocculant suggested if settled sediment is  less than 80%."]
[null,null,"Riser Elevation (ft)",{"v":3,"d":"3.00"},null,null,{"v":0.011768166336549883,"d":"0.0118"},{"v":0.282,"d":"28%"},null,{"v":0.133333333333333,"d":"0.133"},0]
[null,null,"Riser Diameter (in.)",{"v":12,"d":"12.00"},null,null,{"v":0.008501069132496332,"d":"0.0085"},{"v":0.241,"d":"24%"},null,{"v":0.15,"d":"0.150"},0]
[null,null,"Elevation of Orifice Row 1 (in.)",{"v":24,"d":"24.00"},null,null,{"v":0.006073745832195947,"d":"0.0061"},{"v":0.221,"d":"22%"},null,{"v":0.166666666666667,"d":"0.167"},0]
[null,null,"Elevation of Orifice Row 2 (in.)",{"v":26,"d":"26.00"},null,null,{"v":4.3385521067760766E-3,"d":"0.0043"},{"v":0.201,"d":"20%"},null,{"v":0.183333333333333,"d":"0.183"},0]
[null,null,"Elevation of Orifice Row 3 (in.)",{"v":28,"d":"28.00"},null,null,{"v":3.0862462286847573E-3,"d":"0.0031"},{"v":0.188,"d":"19%"},null,{"v":0.2,"d":"0.200"},0]
[null,null,"Orifices in Row",{"v":4,"d":"4.00"},null,null,{"v":2.524914541652263E-3,"d":"0.0025"},{"v":0.184,"d":"18%"},null,{"v":0.216666666666667,"d":"0.217"},0]
[null,null,"Orifice Diameter (in.)",{"v":1,"d":"1.00"},null,null,{"v":0.002186640135455602,"d":"0.0022"},{"v":0.184,"d":"18%"},null,{"v":0.233333333333333,"d":"0.233"},0]
[null,null,"Skimmer",{"$nulls":3},{"v":1.2699204600497393E-3,"d":"0.0013"},{"v":0.172,"d":"17%"},null,{"v":0.25,"d":"0.250"},0]
[null,null,"Skimmer rest or pipe invert elevation (in.)",{"v":6,"d":"6.00"},null,null,{"v":9.0669323349883179E-4,"d":"0.0009"},{"v":0.151,"d":"15%"},null,{"v":0.266666666666667,"d":"0.267"},0]
[{"$nulls":9},{"v":0.283333333333333,"d":"0.283"},0,null,"Password","IowaDOT2020"]

{"sheet":"STAGE-STORAGE","index":1,"n_rows":55,"n_cols":10,"rows_kept":55,"merged":[[0,0,0,4],[0,6,0,9],[54,6,54,8]]}
["Stage-Storage Relationship",{"$nulls":5},"Stage-Discharge"]
["Stage","Length","Surface Area","Storage Volume",null,null,"Rock Spillway","Riser","Skimmer","Discharge"]
["ft","ft","ft²","ft³",null,null,"ft³/s","ft³/s","ft³/s","ft³/s"]
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[{"$nulls":6},"Skimmer Dewatering Volume",null,null,{"$f":"VLOOKUP(USER_INPUT!$D$17,'STAGE-STORAGE'!A4:D54,4,FALSE)","v":8932}]

{"sheet":"SEDIMENTATION","index":2,"n_rows":25,"n_cols":8,"rows_kept":25,"merged":[[1,0,1,7],[2,0,2,1],[2,2,2,3],[3,0,10,0],[3,1,4,1],[5,1,6,1],[7,1,10,1],[11,0,22,0],[11,1,13,1],[11,2,24,2],[14,1,24,1],[23,0,24,0]]}
[]
["Sedimentation based on Stoke's Law"]
["Category",null,"Sieve No. (mm)",null,"% Finer","ρ (kg/(m3))","V (m/s)","Settling Distance (ft)"]
["Sand","Coarse",4,{"v":4.75,"d":"4.7500"},{"$f":"USER_INPUT!H9","v":{"v":1,"d":"100%"}},{"v":1400,"d":"1400.00"},{"$f":"(VLOOKUP(USER_INPUT!$K$7,REFERENCE!$B$17:$E$23,2,TRUE))*((F4/(VLOOKUP(USER_INPUT!$K$7,REFERENCE!$B$17:$E$23,3,TRUE)))-1)*((D4/1000)^2)/(18*(VLOOKUP(USER_INPUT!$K$7,REFERENCE!$B$17:$E$23,4,TRUE)))","v":{"v":4.937964801163733,"d":"4.94E+00"}},{"$f":"(G4*(USER_INPUT!$D$21*24*60*60))*3.28","v":{"v":2798759.4418627853,"d":"2,798,759.44"}}]
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[null,"Med",20,{"v":0.85,"d":"0.8500"},{"$f":"USER_INPUT!H11","v":{"v":0.8876629889669002,"d":"89%"}},{"v":1400,"d":"1400.00"},{"$f":"(VLOOKUP(USER_INPUT!$K$7,REFERENCE!$B$17:$E$23,2,TRUE))*((F6/(VLOOKUP(USER_INPUT!$K$7,REFERENCE!$B$17:$E$23,3,TRUE)))-1)*((D6/1000)^2)/(18*(VLOOKUP(USER_INPUT!$K$7,REFERENCE!$B$17:$E$23,4,TRUE)))","v":{"v":0.15812430222009072,"d":"1.58E-01"}},{"$f":"(G6*(USER_INPUT!$D$21*24*60*60))*3.28","v":{"v":89622.32450951189,"d":"89,622.32"}}]
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[null,"Fine",60,{"v":0.25,"d":"0.2500"},{"$f":"USER_INPUT!H13","v":{"v":0.7502507522567705,"d":"75%"}},{"v":1400,"d":"1400.00"},{"$f":"(VLOOKUP(USER_INPUT!$K$7,REFERENCE!$B$17:$E$23,2,TRUE))*((F8/(VLOOKUP(USER_INPUT!$K$7,REFERENCE!$B$17:$E$23,3,TRUE)))-1)*((D8/1000)^2)/(18*(VLOOKUP(USER_INPUT!$K$7,REFERENCE!$B$17:$E$23,4,TRUE)))","v":{"v":0.01367857285640923,"d":"1.37E-02"}},{"$f":"(G8*(USER_INPUT!$D$21*24*60*60))*3.28","v":{"v":7752.796237847048,"d":"7,752.80"}}]
[null,null,100,{"v":0.15,"d":"0.1500"},{"$f":"USER_INPUT!H14","v":{"v":0.6770310932798401,"d":"68%"}},{"v":1400,"d":"1400.00"},{"$f":"(VLOOKUP(USER_INPUT!$K$7,REFERENCE!$B$17:$E$23,2,TRUE))*((F9/(VLOOKUP(USER_INPUT!$K$7,REFERENCE!$B$17:$E$23,3,TRUE)))-1)*((D9/1000)^2)/(18*(VLOOKUP(USER_INPUT!$K$7,REFERENCE!$B$17:$E$23,4,TRUE)))","v":{"v":0.004924286228307323,"d":"4.92E-03"}},{"$f":"(G9*(USER_INPUT!$D$21*24*60*60))*3.28","v":{"v":2791.0066456249374,"d":"2,791.01"}}]
[null,null,120,{"v":0.125,"d":"0.1250"},{"$f":"USER_INPUT!H15","v":{"v":0.6138415245737211,"d":"61%"}},{"v":1400,"d":"1400.00"},{"$f":"(VLOOKUP(USER_INPUT!$K$7,REFERENCE!$B$17:$E$23,2,TRUE))*((F10/(VLOOKUP(USER_INPUT!$K$7,REFERENCE!$B$17:$E$23,3,TRUE)))-1)*((D10/1000)^2)/(18*(VLOOKUP(USER_INPUT!$K$7,REFERENCE!$B$17:$E$23,4,TRUE)))","v":{"v":3.4196432141023075E-3,"d":"3.42E-03"}},{"$f":"(G10*(USER_INPUT!$D$21*24*60*60))*3.28","v":{"v":1938.199059461762,"d":"1,938.20"}}]
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{"sheet":"HYDROGRAPH","index":3,"n_rows":3486,"n_cols":13,"rows_kept":3486,"merged":[[0,0,0,7],[2,10,2,12],[14,11,14,12]]}
["Hydrograph Routing"]
["n","ΔT","In","in + in+1","2S'/Δt - On ","2S/Δt + On+1  ","Q ","Storage ","Stage"]
[null,"hr","ft³/s","ft³/s","ft³/s","ft³/s","ft³/s","ft³","ft",null,"Volume Characteristics"]
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[null,null,6,null,{"v":20109,"d":"20,109"},{"v":1601,"d":"1,601"},4,null,40218,3202,4,null,{"v":60327,"d":"60,327"},{"v":4803,"d":"4,803"},4,null,80436,6404,4,null,100545,{"$f":"U9/12.57","v":7998.806682577566},4,null,120654,{"$f":"Y9/12.57","v":9598.568019093078},4,null,140763,11207,4,4]
[null,null,7,null,{"v":32832,"d":"32,832"},{"v":1642,"d":"1,642"},5,null,65664,3283,5,null,{"v":98496,"d":"98,496"},{"v":4926,"d":"4,926"},5,null,131328,6568,5,null,164160,{"$f":"U10/19.63","v":8362.710137544575},5,null,196992,{"$f":"Y10/19.63","v":10035.25216505349},5,null,229824,11491,5,4]
[{"$nulls":4},{"v":51840,"d":"51,840"},{"v":1814,"d":"1,814"},6,null,103680,3628,6,null,{"v":155520,"d":"155,520"},{"v":5442,"d":"5,442"},6,null,207360,7256,6,null,259200,{"$f":"U11/28.27","v":9168.730102582243},6,null,311040,{"$f":"Y11/28.27","v":11002.476123098691},6,null,362880,12701,6,5]
[{"$nulls":4},{"v":97978,"d":"97,978"},{"v":1987,"d":"1,987"},8,null,195956,3974,8,null,{"v":293934,"d":"293,934"},{"v":5961,"d":"5,961"},8,null,391912,7948,8,null,489890,{"$f":"U12/50.27","v":9745.176049333599},8,null,587868,{"$f":"Y12/50.27","v":11694.211259200318},8,null,685846,13909,8,6]
[]
[]
[null,"Water Characteristics for Settling",{"$nulls":4},"Soil Settling",null,null,"Cross Sections",{"$nulls":4},"Hydrograph",{"$nulls":3},"Storage Indication Curve"]
[null,"Temp (F)","g (m/s2)","ρ (kg/m3)","ϒ (m2/s)",null,"Settlable","Sus.",null,"x","y","Basin Component",null,null,"Yes",{"$nulls":3},"Time Step (dT)","Stage","Storage (ft3)","Discharge (cfs)","Storage Indication (cfs)"]
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