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["SHALLOW CONCENTRATED",null,null,null,null,"n/a","n/a","n/a",{"$f":"IF(E11>0,(VLOOKUP(E11,$G$39:$K$46,4,FALSE)*SQRT(D11)),\"-----------\")","v":"-----------"},{"$f":"IF(C11>0,((C11)/(3600*I11)),0)","v":0},"hours",null,"Short Grass Pasture",null,null,null,null,"n/a","n/a","n/a",{"$f":"IF(Q11>0,(VLOOKUP(Q11,$G$39:$K$46,4,FALSE)*SQRT(P11)),\"-----------\")","v":"-----------"},{"$f":"IF(O11>0,((O11)/(3600*U11)),0)","v":0},"hours"]
["SHALLOW CONCENTRATED",null,null,null,null,"n/a","n/a","n/a",{"$f":"IF(E12>0,(VLOOKUP(E12,$G$39:$K$46,4,FALSE)*SQRT(D12)),\"-----------\")","v":"-----------"},{"$f":"IF(C12>0,((C12)/(3600*I12)),0)","v":0},"hours",null,"SHALLOW CONCENTRATED",null,null,null,null,"n/a","n/a","n/a",{"$f":"IF(Q12>0,(VLOOKUP(Q12,$G$39:$K$46,4,FALSE)*SQRT(P12)),\"-----------\")","v":"-----------"},{"$f":"IF(O12>0,((O12)/(3600*U12)),0)","v":0},"hours"]
["SHALLOW CONCENTRATED",null,null,null,null,"n/a","n/a","n/a","-----------",{"$f":"IF(C13>0,((C13)/(3600*I13)),0)","v":0},"hours",null,"SHALLOW CONCENTRATED",null,null,null,null,"n/a","n/a","n/a",{"$f":"IF(Q13>0,(VLOOKUP(Q13,$G$39:$K$46,4,FALSE)*SQRT(P13)),\"-----------\")","v":"-----------"},{"$f":"IF(O13>0,((O13)/(3600*U13)),0)","v":0},"hours"]
["SHALLOW CONCENTRATED",null,null,null,null,"n/a","n/a","n/a","-----------",{"$f":"IF(C14>0,((C14)/(3600*I14)),0)","v":0},"hours",null,"SHALLOW CONCENTRATED",null,null,null,null,"n/a","n/a","n/a","-----------",{"$f":"IF(O14>0,((O14)/(3600*U14)),0)","v":0},"hours"]
[]
["OPEN CHANNEL",null,null,null,"n/a",null,null,null,{"$f":"IF(F16>0,(1.49*(G16/H16)^0.667*D16^0.5)/F16,\"-----------\")","v":"-----------"},{"$f":"IF(C16>0,((C16)/(3600*I16)),0)","v":0},"hours",null,"OPEN CHANNEL",null,null,null,null,null,null,null,{"$f":"IF(R16>0,(1.49*(S16/T16)^0.667*P16^0.5)/R16,\"-----------\")","v":"-----------"},{"$f":"IF(O16>0,((O16)/(3600*U16)),0)","v":0},"hours"]
["OPEN CHANNEL",null,null,null,"n/a",null,null,null,{"$f":"IF(F17>0,(1.49*(G17/H17)^0.667*D17^0.5)/F17,\"-----------\")","v":"-----------"},{"$f":"IF(C17>0,((C17)/(3600*I17)),0)","v":0},"hours",null,"OPEN CHANNEL",null,null,null,null,null,null,null,{"$f":"IF(R17>0,(1.49*(S17/T17)^0.667*P17^0.5)/R17,\"-----------\")","v":"-----------"},{"$f":"IF(O17>0,((O17)/(3600*U17)),0)","v":0},"hours"]
["OPEN CHANNEL",null,null,null,"n/a",null,null,null,{"$f":"IF(F18>0,(1.49*(G18/H18)^0.667*D18^0.5)/F18,\"-----------\")","v":"-----------"},{"$f":"IF(C18>0,((C18)/(3600*I18)),0)","v":0},"hours",null,"OPEN CHANNEL",null,null,null,null,null,null,null,{"$f":"IF(R18>0,(1.49*(S18/T18)^0.667*P18^0.5)/R18,\"-----------\")","v":"-----------"},{"$f":"IF(O18>0,((O18)/(3600*U18)),0)","v":0},"hours"]
["OPEN CHANNEL",null,null,null,"n/a",null,null,null,{"$f":"IF(F19>0,(1.49*(G19/H19)^0.667*D19^0.5)/F19,\"-----------\")","v":"-----------"},{"$f":"IF(C19>0,((C19)/(3600*I19)),0)","v":0},"hours",null,"OPEN CHANNEL",null,null,null,null,null,null,null,{"$f":"IF(R19>0,(1.49*(S19/T19)^0.667*P19^0.5)/R19,\"-----------\")","v":"-----------"},{"$f":"IF(O19>0,((O19)/(3600*U19)),0)","v":0},"hours"]
[]
[null,null,null,null,null,null,null,null,"Time of Concentration",{"$f":"IF(J22=\"\",J9+J11+J12+J13+J14+J16+J17+J18+J19,J22)","v":0},"hours",null,null,null,null,null,null,null,null,null,"Time of Concentration",{"$f":"IF(V22=\"\",V9+V11+V12+V13+V14+V16+V17+V18+V19,V22)","v":0},"hours"]
[null,null,null,null,null,null,null,null,null,null," < If tc is known, enter here",null,null,null,null,null,null,null,null,null,null,null," < If tc is known, enter here"]
[]
[]
[]
[]
[]
[null,"Sheet Flow Surface Codes",null,null,null,null,"Shallow Concentrated Surface Codes",null,null,null,null,null,null,"Manning's n for Sheet Flow"]
[null,"a  Smooth Surface",null,null,"f grass, dense",null,"u unpaved surface"]
[null,"b fallow (no residue)",null,null,"g grass, bermuda",null,"p paved surface",null,null,null,null,null,null,"Code","Type","\"n\""]
[null,"c cultivated < 20% Res.",null,null,"h woods, light",null,null,null,null,null,null,null,null,"a","a  Smooth Surface",1.0999999999999999E-2]
[null,"d cultivated > 20% Res.",null,null,"i woods, dense",null,null,null,null,null,null,null,null,"b","b fallow (no residue)",0.05]
[null,"e grass - range, short",null,null,"j range, natural",null,null,null,null,null,null,null,null,"c","c cultivated < 20% Res.",0.06]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"d","d cultivated > 20% Res.",0.17]
[null,null,null,null,null,null,"Shallow Concentrated Surface Codes (NRCS)",null,null,null,null,null,null,"e","e grass - range, short",0.15]
[null,"2 Yr 24 hr Rainfall (Lander)",null,7]
[null,null,null,null,null,null,"Code","Surface Description",null,"Kv (ft/sec)","Kv (m/sec)",null,null,"f","f grass, dense",0.24]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"g","g grass, bermuda",0.41]
[null,null,null,null,null,null,1,"Paved",null,20.329999999999998,6.2,null,null,"h","h woods, light",0.4]
[null,null,null,null,null,null,2,"Unpaved",null,16.13,4.92,null,null,"I","I woods, dense",0.8]
[null,null,null,null,null,null,3,"Grassed Waterway",null,15,4.57,null,null,"j","j range, natural",0.13]
[null,null,null,null,null,null,4,"Nearly Bare & Untilled",null,10,3.05]
[null,null,null,null,null,null,5,"Cultivated Straight Rows",null,9,2.74]
[null,null,null,null,null,null,6,"Short Grass Pasture",null,7,2.13]
[null,null,null,null,null,null,7,"Woodland",null,5,1.52]
[null,null,null,null,null,null,8,"Forest w/Heavy Litter",null,2.5,0.76]

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["TR 55 PEAK RUNOFF CALCULATION (GRAPHICAL METHOD)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Peak Discharge Equation Coefficients for Rainfall Distribution",null,null,null,null,null,null,null,1,null,null,null,"Peak Discharge Equation Coefficients for Rainfall Distribution",null,null,null,null,null,null,null,null,null,"Peak Discharge Equation Coefficients for Rainfall Distribution",null,null,null,null,null,null,null,"Peak Discharge Equation Coefficients for Rainfall Distribution",null,null,null,null,null,null,null,"Curve","Ia","Ia CALCULATED"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"TYPE I Rainfall",null,null,null,null,null,null,null,2,null,null,null,"TYPE II Rainfall",null,null,null,null,null,null,null,{"$f":"IF(AND(RCN!$N9>0,RCN!$N9<2000),RCN!$N9*RCN!$O9,0)","v":0},null,"TYPE I Rainfall",null,null,null,null,null,null,null,"TYPE II Rainfall",null,null,null,null,null,null,null,"Number","(in)","(in)"]
["Project:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Ia/P","C0","C1","C2",null,null,3,null,null,null,null,null,"Ia/P","C0","C1","C2",null,null,{"$f":"IF(AND(RCN!$N11>0,RCN!$N11<2000),RCN!$N11*RCN!$O11,0)","v":0},null,null,null,"Ia/P","C0","C1","C2",null,null,null,null,"Ia/P","C0","C1","C2",null,null,30,4.666666666666667,{"$f":"0.2*((1000/BE3)-10)","v":4.666666666666667}]
["Designer:",null,null,null,null,null,null,null,"Checked:",null,null,null,null,null,null,null,null,null,null,1,0.1,2.3054999999999999,-0.51429000000000002,-0.11749999999999999,null,null,4,null,null,null,null,1,0.1,2.5532300000000001,-0.61512,-0.16403000000000001,null,null,{"$f":"IF(AND(RCN!$N12>0,RCN!$N12<2000),RCN!$N12*RCN!$O12,0)","v":0},null,null,1,0.1,2.3054999999999999,-0.51429000000000002,-0.11749999999999999,null,null,null,1,0.1,2.5532300000000001,-0.61512,-0.16403000000000001,null,null,31,4.4516129032258069,{"$f":"0.2*((1000/BE4)-10)","v":4.4516129032258069}]
["Date:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,2,0.25,2.1821899999999999,-0.48487999999999998,-6.5890000000000004E-2,null,null,5,null,null,null,null,2,0.3,2.4653200000000002,-0.62256999999999996,-0.11656999999999999,null,null,{"$f":"IF(AND(RCN!$N13>0,RCN!$N13<2000),RCN!$N13*RCN!$O13,0)","v":0},null,null,2,0.25,2.1821899999999999,-0.48487999999999998,-6.5890000000000004E-2,null,null,null,2,0.3,2.4653200000000002,-0.62256999999999996,-0.11656999999999999,null,null,32,4.25,4.25]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,3,0.3,2.1062400000000001,-0.45695000000000002,-2.835E-2,null,null,6,null,null,null,null,3,0.35,2.4189600000000002,-0.61594000000000004,-8.8200000000000001E-2,null,null,{"$f":"IF(AND(RCN!$N14>0,RCN!$N14<2000),RCN!$N14*RCN!$O14,0)","v":0},null,null,3,0.3,2.1062400000000001,-0.45695000000000002,-2.835E-2,null,null,null,3,0.35,2.4189600000000002,-0.61594000000000004,-8.8200000000000001E-2,null,null,33,4.0606060606060614,4.0606060606060614]
[null,null,"PRE",null,"POST",null,null,null,null,null,null,null,null,null,null,null,null,null,null,4,0.4,1.1877329999999999,-0.32274000000000003,5.7540000000000001E-2,null,null,7,null,null,null,null,4,0.4,2.36409,-0.59857000000000005,-5.6210000000000003E-2,null,null,{"$f":"IF(AND(RCN!$N15>0,RCN!$N15<2000),RCN!$N15*RCN!$O15,0)","v":0},null,null,4,0.4,1.1877329999999999,-0.32274000000000003,5.7540000000000001E-2,null,null,null,4,0.4,2.36409,-0.59857000000000005,-5.6210000000000003E-2,null,null,34,3.8823529411764706,3.8823529411764706]
["Drainage Area, A, Acres",null,{"$f":"RCN!$K$89","v":0},null,{"$f":"RCN!$Y$89","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,5,0.5,1.67889,-6.93E-2,0,null,null,8,null,null,null,null,5,0.5,2.20282,-0.51598999999999995,-1.259E-2,null,null,{"$f":"IF(AND(RCN!$N16>0,RCN!$N16<2000),RCN!$N16*RCN!$O16,0)","v":0},null,null,5,0.5,1.67889,-6.93E-2,0,null,null,null,5,0.5,2.20282,-0.51598999999999995,-1.259E-2,null,null,35,3.7142857142857149,3.7142857142857149]
["Runoff Curve Number, CN",null,{"$f":"RCN!$K$91","v":0},null,{"$f":"RCN!$Y$91","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,9,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND(RCN!$N17>0,RCN!$N17<2000),RCN!$N17*RCN!$O17,0)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,36,3.5555555555555558,3.5555555555555558]
["Location Adjustment Factor:",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,10,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND(RCN!$N18>0,RCN!$N18<2000),RCN!$N18*RCN!$O18,0)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,37,3.4054054054054057,3.4054054054054057]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,11,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND(RCN!$N19>0,RCN!$N19<2000),RCN!$N19*RCN!$O19,0)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,38,3.263157894736842,3.263157894736842]
["Time of Concentration, Tc,(Hrs)",null,{"$f":"TofC!$J$21","v":0},null,{"$f":"TofC!$V$21","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,12,null,null,null,null,null,null,"Tc = ",{"$f":"$C$12","v":0},null,null,null,{"$f":"IF(AND(RCN!$N20>0,RCN!$N20<2000),RCN!$N20*RCN!$O20,0)","v":0},null,null,null,null,"Tc = ",{"$f":"$E$12","v":0},null,null,null,null,null,null,"Tc = ",{"$f":"$E$12","v":0},null,null,null,39,3.1282051282051286,3.1282051282051286]
[" Rainfall Duration:",null,"24-hr:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Tc = ",{"$f":"$C$12","v":0},null,null,"Ia/P=$E$19:$K$19",null,null,null,13,null,null,null,null,null,null,"Ia/P=$E$19:$K$19",null,null,null,null,{"$f":"IF(AND(RCN!$N21>0,RCN!$N21<2000),RCN!$N21*RCN!$O21,0)","v":0},null,null,null,null,"Ia/P=$E$19:$K$19",null,null,null,null,null,null,null,"Ia/P=$E$19:$K$19",null,null,null,null,40,3,3]
["Rainfall Duration in Minutes:",null,{"$f":"_xlfn.IFS(C13=\"5-min:\",5,C13=\"10-min:\",10,C13=\"15-min:\",15,C13=\"30-min:\",30,C13=\"60-min:\",60,C13=\"2-hr:\",120,C13=\"3-hr:\",180,C13=\"6-hr:\",360,C13=\"12-hr:\",720,C13=\"24-hr:\",1440,C13=\"2-day:\",2880,C13=\"3-day:\",4320,C13=\"4-day:\",5760,C13=\"7-day:\",10080,C13=\"10-day:\",14400,C13=\"20-day:\",28800,C13=\"30-day:\",43200,C13=\"45-day:\",64800,C13=\"60-day:\",86400)","v":1440},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,14,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND(RCN!$N22>0,RCN!$N22<2000),RCN!$N22*RCN!$O22,0)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"BE13+1","v":41},2.8780000000000001,2.8780487804878052]
["NRCS Storm Type",null,"TYPE IA",null,"PRE DEVELOPMENT",null,null,null,null,"POST DEVELOPMENT",null,null,null,null,null,null,null,null,"TYPE I ",null,null,null,null,null,null,null,15,null,null,null,"TYPE II ",null,null,null,null,null,null,null,{"$f":"IF(AND(RCN!$N23>0,RCN!$N23<2000),RCN!$N23*RCN!$O23,0)","v":0},null,"TYPE I ",null,null,null,null,null,null,null,"TYPE II ",null,null,null,null,null,null,null,42,2.762,2.7619047619047623]
["Frequency",null,"yr",null,"1","2","10","25","50","1","2","10","25",50,null,null,null,null,null,null,null,null,null,null,null,null,16,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND(RCN!$N24>0,RCN!$N24<2000),RCN!$N24*RCN!$O24,0)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,43,2.6509999999999998,2.6511627906976742]
["Ave. 24hr Rainfall Intensity ",null,"in/hr",null,{"$f":"E$18/24","v":0.14583333333333334},{"$f":"F$18/24","v":0.29166666666666669},{"$f":"G$18/24","v":0.41666666666666669},0.83333333333333337,1.125,0.14583333333333334,0.29166666666666669,0.41666666666666669,0.83333333333333337,1.125,null,null,null,null,"1 yr","Ia/P","C0","C1","C2",null,null,null,null,null,null,null,"1 yr","Ia/P","C0","C1","C2",null,null,null,null,null,"1 yr","Ia/P","C0","C1","C2",null,null,null,"1 yr","Ia/P","C0","C1","C2",null,null,null,{"$f":"BE16+1","v":44},2.5449999999999999,{"$f":"0.2*((1000/BE17)-10)","v":2.5454545454545454}]
["Total 24hr Rainfall, P ",null,"in",null,3.5,7,10,20,27,3.5,7,10,20,27,null,null,null,null,null,{"$f":"VLOOKUP($E$34,$T$4:$X$8,2)","v":0.5},{"$f":"VLOOKUP($E$34,$T$4:$X$8,3)","v":1.67889},{"$f":"VLOOKUP($E$34,$T$4:$X$8,4)","v":-6.93E-2},{"$f":"VLOOKUP($E$34,$T$4:$X$8,5)","v":0}," LOW",null,null,17,null,null,null,null,{"$f":"VLOOKUP($E$36,$AF$4:$AJ$8,2)","v":0.5},{"$f":"VLOOKUP($E$36,$AF$4:$AJ$8,3)","v":2.20282},{"$f":"VLOOKUP($E$36,$AF$4:$AJ$8,4)","v":-0.51598999999999995},{"$f":"VLOOKUP($E$36,$AF$4:$AJ$8,5)","v":-1.259E-2}," LOW",null,null,{"$f":"IF(AND(RCN!$N26>0,RCN!$N26<2000),RCN!$N26*RCN!$O26,0)","v":0},null,null,{"$f":"VLOOKUP($J$34,$T$4:$X$8,2)","v":0.5},{"$f":"VLOOKUP($J$34,$AP$4:$AT$8,3)","v":1.67889},{"$f":"VLOOKUP($J$34,$AP$4:$AT$8,4)","v":-6.93E-2},{"$f":"VLOOKUP($J$34,$AP$4:$AT$8,5)","v":0}," LOW",null,{"$f":"VLOOKUP($K$34,$AP$4:$AT$8,3)","v":1.67889},null,{"$f":"VLOOKUP($J$36,$AF$4:$AJ$8,2)","v":0.5},{"$f":"VLOOKUP($J$36,$AX$4:$BB$8,3)","v":2.20282},{"$f":"VLOOKUP($J$36,$AX$4:$BB$8,4)","v":-0.51598999999999995},{"$f":"VLOOKUP($J$36,$AX$4:$BB$8,5)","v":-1.259E-2}," LOW",null,null,{"$f":"BE17+1","v":45},2.444,2.4444444444444446]
["Location Adjusted Rainfall, P",null,"in",null,{"$f":"E$18*$C$10","v":0},{"$f":"F$18*$C$10","v":0},0,0,0,0,0,0,0,0,null,null,null,null,{"$f":"E21","v":" "},{"$f":"VLOOKUP($E$34+1,$T$4:$X$8,2)","v":0.5},{"$f":"VLOOKUP($E$34+1,$T$4:$X$8,3)","v":1.67889},{"$f":"VLOOKUP($E$34+1,$T$4:$X$8,4)","v":-6.93E-2},{"$f":"VLOOKUP($E$34+1,$T$4:$X$8,5)","v":0}," HIGH",null,null,18,null,null,null,{"$f":"E21","v":" "},{"$f":"VLOOKUP($E$36+1,$AF$4:$AJ$8,2)","v":0.5},{"$f":"VLOOKUP($E$36+1,$T$4:$X$8,3)","v":1.67889},{"$f":"VLOOKUP($E$36+1,$AF$4:$AJ$8,4)","v":-0.51598999999999995},{"$f":"VLOOKUP($E$36+1,$AF$4:$AJ$8,5)","v":-1.259E-2}," HIGH",null,null,{"$f":"IF(AND(RCN!$N27>0,RCN!$N27<2000),RCN!$N27*RCN!$O27,0)","v":0},null,{"$f":"J21","v":" "},{"$f":"VLOOKUP($J$34+1,$T$4:$X$8,2)","v":0.5},{"$f":"VLOOKUP($J$34+1,$AP$4:$AT$8,3)","v":1.67889},{"$f":"VLOOKUP($J$34+1,$AP$4:$AT$8,4)","v":-6.93E-2},{"$f":"VLOOKUP($J$34+1,$AP$4:$AT$8,5)","v":0}," HIGH",null,null,{"$f":"J21","v":" "},{"$f":"VLOOKUP($J$36+1,$AF$4:$AJ$8,2)","v":0.5},{"$f":"VLOOKUP($J$36+1,$AX$4:$BB$8,3)","v":2.20282},{"$f":"VLOOKUP($J$36+1,$AX$4:$BB$8,4)","v":-0.51598999999999995},{"$f":"VLOOKUP($J$36+1,$AX$4:$BB$8,5)","v":-1.259E-2}," HIGH",null,null,46,2.3479999999999999,2.347826086956522]
["Initial Abstraction, Ia",null,"in",null,{"$f":"IF(C9=0,\" \",$C$29)","v":" "},{"$f":"IF(C9=0,\" \",$C$29)","v":" "},{"$f":"IF(C9=0,\" \",$C$29)","v":" "},{"$f":"IF(C9=0,\" \",$C$29)","v":" "},{"$f":"IF(C9=0,\" \",$C$29)","v":" "},{"$f":"IF(E9=0,\" \",$E$29)","v":" "},{"$f":"IF(E9=0,\" \",$E$29)","v":" "},{"$f":"IF(E9=0,\" \",$E$29)","v":" "},{"$f":"IF(E9=0,\" \",$E$29)","v":" "},{"$f":"IF(E9=0,\" \",$E$29)","v":" "},null,null,null," ",null,{"$f":"($E$21-T18)/(T19-T18)","v":{"$error":"#VALUE!"}},{"$f":"IF($E$21<$U$4,$V$4,U18+(U19-U18)*T20)","v":{"$error":"#VALUE!"}},{"$f":"IF($E$21<$U$4,$W$4,V18+(V19-V18)*T20)","v":{"$error":"#VALUE!"}},{"$f":"IF($E$21<$U$4,$X$4,W18+(W19-W18)*T20)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,19,null,null," ",null,{"$f":"($AE$19-AF18)/(AF19-AF18)","v":{"$error":"#VALUE!"}},{"$f":"IF($AE$19<$AG$4,$AH$4,AG18+(AG19-AG18)*AF20)","v":{"$error":"#VALUE!"}},{"$f":"IF($AE$19<$AG$4,$AI$4,AH18+(AH19-AH18)*AF20)","v":{"$error":"#VALUE!"}},{"$f":"IF($E$21<$AG$4,$AJ$4,AI18+(AI19-AI18)*AF20)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,{"$f":"IF(AND(RCN!$N28>0,RCN!$N28<2000),RCN!$N28*RCN!$O28,0)","v":0},null,null,{"$f":"($J$21-AP18)/(AP19-AP18)","v":{"$error":"#VALUE!"}},{"$f":"IF($J$21<$AQ$4,$AR$4,AQ18+(AQ19-AQ18)*AP20)","v":{"$error":"#VALUE!"}},{"$f":"IF($J$21<$AQ$4,$AS$4,AR18+(AR19-AR18)*AP20)","v":{"$error":"#VALUE!"}},{"$f":"IF($J$21<$U$4,$AT$4,AS18+(AS19-AS18)*AP20)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,null,{"$f":"($J$21-AX18)/(AX19-AX18)","v":{"$error":"#VALUE!"}},{"$f":"IF($J$21<$AY$4,$AZ$4,AY18+(AY19-AY18)*AX20)","v":{"$error":"#VALUE!"}},{"$f":"IF($J$21<$AY$4,$BA$4,AZ18+(AZ19-AZ18)*AX20)","v":{"$error":"#VALUE!"}},{"$f":"IF($J$21<$AY$4,$BB$4,BA18+(BA19-BA18)*AX20)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,47,2.2549999999999999,2.2553191489361701]
["Ia/P ratio",null,null,null,{"$f":"IF((OR($C$8=0,$C$9=0,$C$12=0)),\" \",E20/E19)","v":" "},{"$f":"IF((OR($C$8=0,$C$9=0,$C$12=0)),\" \",F20/F19)","v":" "},{"$f":"IF((OR($C$8=0,$C$9=0,$C$12=0)),\" \",G20/G19)","v":" "},{"$f":"IF((OR($C$8=0,$C$9=0,$C$12=0)),\" \",H20/H19)","v":" "},{"$f":"IF((OR($C$8=0,$C$9=0,$C$12=0)),\" \",I20/I19)","v":" "},{"$f":"IF((OR($E$8=0,$E$9=0,$E$12=0)),\" \",J$20/J$19)","v":" "},{"$f":"IF((OR($E$8=0,$E$9=0,$E$12=0)),\" \",K$20/K$19)","v":" "},{"$f":"IF((OR($E$8=0,$E$9=0,$E$12=0)),\" \",L$20/L$19)","v":" "},{"$f":"IF((OR($E$8=0,$E$9=0,$E$12=0)),\" \",M$20/M$19)","v":" "},{"$f":"IF((OR($E$8=0,$E$9=0,$E$12=0)),\" \",N$20/N$19)","v":" "},null,null,null,null,null,null,null,null,null,null,null,null,20,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND(RCN!$N29>0,RCN!$N29<2000),RCN!$N29*RCN!$O29,0)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,48,2.1669999999999998,2.1666666666666665]
["Unit Peak Discharge, q(u)",null,"cfs/ac/in",null,{"$f":"_xlfn.IFS($C$15=\"TYPE I\",Q$130,$C$15=\"TYPE IA\",Q$131,$C$15=\"TYPE II\",AC$130,$C$15=\"TYPE III\",AC$131)","v":{"$error":"#NUM!"}},{"$f":"_xlfn.IFS($C$15=\"TYPE I\",R$130,$C$15=\"TYPE IA\",R$131,$C$15=\"TYPE II\",AD$130,$C$15=\"TYPE III\",AD$131)","v":{"$error":"#NUM!"}},{"$f":"_xlfn.IFS($C$15=\"TYPE I\",T$130,$C$15=\"TYPE IA\",T$131,$C$15=\"TYPE II\",AF$130,$C$15=\"TYPE III\",AF$131)","v":{"$error":"#NUM!"}},{"$f":"_xlfn.IFS($C$15=\"TYPE I\",U$130,$C$15=\"TYPE IA\",U$131,$C$15=\"TYPE II\",AG$130,$C$15=\"TYPE III\",AG$131)","v":{"$error":"#NUM!"}},{"$f":"_xlfn.IFS($C$15=\"TYPE I\",V$130,$C$15=\"TYPE IA\",V$131,$C$15=\"TYPE II\",AH$130,$C$15=\"TYPE III\",AH$131)","v":{"$error":"#NUM!"}},{"$f":"_xlfn.IFS($C$15=\"TYPE I\",AP$135,$C$15=\"TYPE IA\",AP$136,$C$15=\"TYPE II\",AX$129,$C$15=\"TYPE III\",AX$130)","v":{"$error":"#NUM!"}},{"$f":"_xlfn.IFS($C$15=\"TYPE I\",AQ$135,$C$15=\"TYPE IA\",AQ$136,$C$15=\"TYPE II\",AX$129,$C$15=\"TYPE III\",AX$130)","v":{"$error":"#NUM!"}},{"$f":"_xlfn.IFS($C$15=\"TYPE I\",AS$135,$C$15=\"TYPE IA\",AS$136,$C$15=\"TYPE II\",BA$129,$C$15=\"TYPE III\",BA$130)","v":{"$error":"#NUM!"}},{"$f":"_xlfn.IFS($C$15=\"TYPE I\",AT$135,$C$15=\"TYPE IA\",AT$136,$C$15=\"TYPE II\",BB$129,$C$15=\"TYPE III\",BB$130)","v":{"$error":"#NUM!"}},{"$f":"_xlfn.IFS($C$15=\"TYPE I\",AU$135,$C$15=\"TYPE IA\",AU$136,$C$15=\"TYPE II\",BC$129,$C$15=\"TYPE III\",BC$130)","v":{"$error":"#NUM!"}},null,null,null,null,"2 yr","Ia/P","C0","C1","C2",null,null,null,21,null,null,null,"2 yr","Ia/P","C0","C1","C2",null,null,null,{"$f":"IF(AND(RCN!$N30>0,RCN!$N30<2000),RCN!$N30*RCN!$O30,0)","v":0},null,"2 yr","Ia/P","C0","C1","C2",null,null,null,"2 yr","Ia/P","C0","C1","C2",null,null,null,49,2.0819999999999999,2.0816326530612246]
["Runoff, R",null,"in",null,{"$f":"IF(OR(C8=0,C9=0,C12=0),\" \",IF(E19-E20<0,0,((E19-E20)^2/(E19-E20+$C$31))))","v":" "},{"$f":"IF(OR(C8=0,C9=0,C12=0),\" \",IF(F19-F20<0,0,((F19-F20)^2/(F19-F20+$C$31))))","v":" "},{"$f":"IF(OR(C8=0,C9=0,C12=0),\" \",IF(G19-G20<0,0,((G19-G20)^2/(G19-G20+$C$31))))","v":" "},"TR 55 ",{"$f":"IF(OR(C8=0,C9=0,C12=0),\" \",IF(I19-I20<0,0,((I19-I20)^2/(I19-I20+$C$31))))","v":" "},{"$f":"IF(OR(E8=0,E9=0,E12=0),\" \",IF(J19-J20<0,0,((J19-J20)^2/(J19-J20+$E$31))))","v":" "},{"$f":"IF(OR(E8=0,E9=0,E12=0),\" \",IF(K19-K20<0,0,((K19-K20)^2/(K19-K20+$E$31))))","v":" "},{"$f":"IF(OR(E8=0,E9=0,E12=0),\" \",IF(L19-L20<0,0,((L19-L20)^2/(L19-L20+$E$31))))","v":" "},{"$f":"IF(OR(E8=0,E9=0,E12=0),\" \",IF(M19-M20<0,0,((M19-M20)^2/(M19-M20+$E$31))))","v":" "},{"$f":"IF(OR(E8=0,E9=0,E12=0),\" \",IF(N19-N20<0,0,((N19-N20)^2/(N19-N20+$E$31))))","v":" "},null,null,null,null,null,{"$f":"VLOOKUP($F$34,$T$4:$X$8,2)","v":0.5},{"$f":"VLOOKUP($F$34,$T$4:$X$8,3)","v":1.67889},{"$f":"VLOOKUP($F$34,$T$4:$X$8,4)","v":-6.93E-2},{"$f":"VLOOKUP($F$34,$T$4:$X$8,5)","v":0}," LOW",null,null,22,null,null,null,null,{"$f":"VLOOKUP($F$36,$AF$4:$AJ$8,2)","v":0.5},{"$f":"VLOOKUP($F$36,$AF$4:$AJ$8,3)","v":2.20282},{"$f":"VLOOKUP($F$36,$AF$4:$AJ$8,4)","v":-0.51598999999999995},{"$f":"VLOOKUP($F$36,$AF$4:$AJ$8,5)","v":-1.259E-2}," LOW",null,null,{"$f":"IF(AND(RCN!$N31>0,RCN!$N31<2000),RCN!$N31*RCN!$O31,0)","v":0},null,null,{"$f":"VLOOKUP($K$34,$T$4:$X$8,2)","v":0.5},{"$f":"VLOOKUP($K$34,$AP$4:$AT$8,3)","v":1.67889},{"$f":"VLOOKUP($K$34,$AP$4:$AT$8,4)","v":-6.93E-2},{"$f":"VLOOKUP($K$34,$AP$4:$AT$8,5)","v":0}," LOW",null,null,null,{"$f":"VLOOKUP($K$36,$T$4:$X$8,2)","v":0.5},{"$f":"VLOOKUP($K$36,$AX$4:$BB$8,3)","v":2.20282},{"$f":"VLOOKUP($K$36,$AX$4:$BB$8,4)","v":-0.51598999999999995},{"$f":"VLOOKUP($K$36,$AX$4:$BB$8,5)","v":-1.259E-2}," LOW",null,null,50,2,2]
["Runoff Volume",null,"ac-ft",null,{"$f":"IF(OR(C8=0,C9=0,C12=0),\" \",(E23/12*$C$8))","v":" "},{"$f":"IF(OR(C8=0,C9=0,C12=0),\" \",(F23/12*$C$8))","v":" "},{"$f":"IF(OR(C8=0,C9=0,C12=0),\" \",(G23/12*$C$8))","v":" "},{"$f":"IF(OR(C8=0,C9=0,C12=0),\" \",(H23/12*$C$8))","v":" "},{"$f":"IF(OR(C8=0,C9=0,C12=0),\" \",(I23/12*$C$8))","v":" "},{"$f":"IF(OR(E8=0,E9=0,E12=0),\" \",(J23/12*$E$8))","v":" "},{"$f":"IF(OR(E8=0,E9=0,E12=0),\" \",(K23/12*$E$8))","v":" "},{"$f":"IF(OR(E8=0,E9=0,E12=0),\" \",(L23/12*$E$8))","v":" "},{"$f":"IF(OR(E8=0,E9=0,E12=0),\" \",(M23/12*$E$8))","v":" "},{"$f":"IF(OR(E8=0,E9=0,E12=0),\" \",(N23/12*$E$8))","v":" "},null,null,null,null,{"$f":"F21","v":" "},{"$f":"VLOOKUP($F$34+1,$T$4:$X$8,2)","v":0.5},{"$f":"VLOOKUP($F$34+1,$T$4:$X$8,3)","v":1.67889},{"$f":"VLOOKUP($F$34+1,$T$4:$X$8,4)","v":-6.93E-2},{"$f":"VLOOKUP($F$34+1,$T$4:$X$8,5)","v":0}," HIGH",null,null,23,null,null,null,{"$f":"F21","v":" "},{"$f":"VLOOKUP($F$36+1,$AF$4:$AJ$8,2)","v":0.5},{"$f":"VLOOKUP($F$36+1,$AF$4:$AJ$8,3)","v":2.20282},{"$f":"VLOOKUP($F$36+1,$AF$4:$AJ$8,4)","v":-0.51598999999999995},{"$f":"VLOOKUP($F$36+1,$AF$4:$AJ$8,5)","v":-1.259E-2}," HIGH",null,null,{"$f":"IF(AND(RCN!$N32>0,RCN!$N32<2000),RCN!$N32*RCN!$O32,0)","v":0},null,{"$f":"K21","v":" "},{"$f":"VLOOKUP($F$34+1,$T$4:$X$8,2)","v":0.5},{"$f":"VLOOKUP($F$34+1,$AP$4:$AT$8,3)","v":1.67889},{"$f":"VLOOKUP($F$34+1,$AP$4:$AT$8,4)","v":-6.93E-2},{"$f":"VLOOKUP($F$34+1,$AP$4:$AT$8,5)","v":0}," HIGH",null,null,{"$f":"K21","v":" "},{"$f":"VLOOKUP($K$36+1,$T$4:$X$8,2)","v":0.5},{"$f":"VLOOKUP($K$36+1,$AX$4:$BB$8,3)","v":2.20282},{"$f":"VLOOKUP($K$36+1,$AX$4:$BB$8,4)","v":-0.51598999999999995},{"$f":"VLOOKUP($K$36+1,$AX$4:$BB$8,5)","v":-1.259E-2}," HIGH",null,null,51,1.9219999999999999,1.9215686274509807]
["Peak Discharge, Qp=qu*A*R",null,"cfs",null,{"$f":"IF(OR(C8=0,C9=0,C12=0),\" \",E22*$C$8*E23)","v":" "},{"$f":"IF(OR(C8=0,C9=0,C12=0),\" \",F22*$C$8*F23)","v":" "},{"$f":"IF(OR(C8=0,C9=0,C12=0),\" \",G22*$C$8*G23)","v":" "},{"$f":"IF(OR(C8=0,C9=0,C12=0),\" \",H22*$C$8*H23)","v":" "},{"$f":"IF(OR(C8=0,C9=0,C12=0),\" \",I22*$C$8*I23)","v":" "},{"$f":"IF(OR($E$8=0,$E$9=0,$E$12=0),\" \",J$22*$E$8*J$23)","v":" "},{"$f":"IF(OR($E$8=0,$E$9=0,$E$12=0),\" \",K$22*$E$8*K$23)","v":" "},{"$f":"IF(OR($E$8=0,$E$9=0,$E$12=0),\" \",L$22*$E$8*L$23)","v":" "},{"$f":"IF(OR($E$8=0,$E$9=0,$E$12=0),\" \",M$22*$E$8*M$23)","v":" "},{"$f":"IF(OR($E$8=0,$E$9=0,$E$12=0),\" \",N$22*$E$8*N$23)","v":" "},null,null,null,null,null,{"$f":"($F$21-T23)/(T24-T23)","v":{"$error":"#VALUE!"}},{"$f":"IF($F$21<$U$4,$V$4,U23+(U24-U23)*T25)","v":{"$error":"#VALUE!"}},{"$f":"IF($F$21<$U$4,$W$4,V23+(V24-V23)*T25)","v":{"$error":"#VALUE!"}},{"$f":"IF($F$21<$U$4,$X$4,W23+(W24-W23)*T25)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,24,null,null,null,null,{"$f":"($F$21-AF23)/(AF24-AF23)","v":{"$error":"#VALUE!"}},{"$f":"IF($F$21<$AG$4,$H$4,AG23+(AG24-AG23)*AF25)","v":{"$error":"#VALUE!"}},{"$f":"IF($F$21<$AG$4,$AI$4,AH23+(AH24-AH23)*AF25)","v":{"$error":"#VALUE!"}},{"$f":"IF($F$21<$AG$4,$AJ$4,AI23+(AI24-AI23)*AF25)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,{"$f":"IF(AND(RCN!$N33>0,RCN!$N33<2000),RCN!$N33*RCN!$O33,0)","v":0},null,null,{"$f":"($K$21-AP23)/(AP24-AP23)","v":{"$error":"#VALUE!"}},{"$f":"IF($K$21<$AQ$4,$AR$4,AQ23+(AQ24-AQ23)*AP25)","v":{"$error":"#VALUE!"}},{"$f":"IF($K$21<$AQ$4,$AS$4,AR23+(AR24-AR23)*AP25)","v":{"$error":"#VALUE!"}},{"$f":"IF($K$21<$AQ$4,$AT$4,AS23+(AS24-AS23)*AP25)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,null,{"$f":"($K$21-AX23)/(AX24-AX23)","v":{"$error":"#VALUE!"}},{"$f":"IF($K$21<$AY$4,$AZ$4,AY23+(AY24-AY23)*AX25)","v":{"$error":"#VALUE!"}},{"$f":"IF($K$21<$AY$4,$BA$4,AZ23+(AZ24-AZ23)*AX25)","v":{"$error":"#VALUE!"}},{"$f":"IF($K$21<$AY$4,$BB$4,BA23+(BA24-BA23)*AX25)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,52,1.8460000000000001,1.846153846153846]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"5 yr","Ia/P","C0","C1","C2",null,null,null,26,null,null,null,"5 yr","Ia/P","C0","C1","C2",null,null,null,{"$f":"IF(AND(RCN!$N35>0,RCN!$N35<2000),RCN!$N35*RCN!$O35,0)","v":0},null,"5 yr","Ia/P","C0","C1","C2",null,null,null,"5 yr","Ia/P","C0","C1","C2",null,null,null,54,1.704,1.7037037037037039]
[null,null,"PRE",null,"POST",null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"VLOOKUP($G$34,$T$4:$X$8,2)","v":0.5},{"$f":"VLOOKUP($G$34,$T$4:$X$8,3)","v":1.67889},{"$f":"VLOOKUP($G$34,$T$4:$X$8,4)","v":-6.93E-2},{"$f":"VLOOKUP($G$34,$T$4:$X$8,5)","v":0}," LOW",null,null,27,null,null,null,null,{"$f":"VLOOKUP($G$36,$AF$4:$AJ$8,2)","v":0.5},{"$f":"VLOOKUP($G$36,$AF$4:$AJ$8,3)","v":2.20282},{"$f":"VLOOKUP($G$36,$AF$4:$AJ$8,4)","v":-0.51598999999999995},{"$f":"VLOOKUP($G$36,$AF$4:$AJ$8,5)","v":-1.259E-2}," LOW",null,null,{"$f":"IF(AND(RCN!$N36>0,RCN!$N36<2000),RCN!$N36*RCN!$O36,0)","v":0},null,null,{"$f":"VLOOKUP($J$34,$T$4:$X$8,2)","v":0.5},{"$f":"VLOOKUP($J$34,$T$4:$X$8,3)","v":1.67889},{"$f":"VLOOKUP($J$34,$T$4:$X$8,4)","v":-6.93E-2},{"$f":"VLOOKUP($J$34,$T$4:$X$8,5)","v":0}," LOW",null,null,null,{"$f":"VLOOKUP($G$36,$T$4:$X$8,2)","v":0.5},{"$f":"VLOOKUP($G$36,$T$4:$X$8,3)","v":1.67889},{"$f":"VLOOKUP($G$36,$T$4:$X$8,4)","v":-6.93E-2},{"$f":"VLOOKUP($G$36,$T$4:$X$8,5)","v":0}," LOW",null,null,55,1.6359999999999999,1.6363636363636367]
["0.2S","Ia",{"$f":"VLOOKUP($C$9,$BE$3:$BF$71,2)","v":{"$error":"#N/A"}},null,{"$f":"VLOOKUP($E$9,$BE$3:$BF$71,2)","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,null,null,null,null,null,null,0,{"$f":"VLOOKUP($G$34+1,$T$4:$X$8,2)","v":0.5},{"$f":"VLOOKUP($G$34+1,$T$4:$X$8,3)","v":1.67889},{"$f":"VLOOKUP($G$34+1,$T$4:$X$8,4)","v":-6.93E-2},{"$f":"VLOOKUP($G$34+1,$T$4:$X$8,5)","v":0}," HIGH",null,null,28,null,null,null,0,{"$f":"VLOOKUP($G$36+1,$AF$4:$AJ$8,2)","v":0.5},{"$f":"VLOOKUP($G$36+1,$AF$4:$AJ$8,3)","v":2.20282},{"$f":"VLOOKUP($G$36+1,$AF$4:$AJ$8,4)","v":-0.51598999999999995},{"$f":"VLOOKUP($G$36+1,$AF$4:$AJ$8,5)","v":-1.259E-2}," HIGH",null,null,{"$f":"IF(AND(RCN!$N37>0,RCN!$N37<2000),RCN!$N37*RCN!$O37,0)","v":0},null,0,{"$f":"VLOOKUP($J$34+1,$T$4:$X$8,2)","v":0.5},{"$f":"VLOOKUP($J$34+1,$T$4:$X$8,3)","v":1.67889},{"$f":"VLOOKUP($J$34+1,$T$4:$X$8,4)","v":-6.93E-2},{"$f":"VLOOKUP($G$34+1,$T$4:$X$8,5)","v":0}," HIGH",null,null,0,{"$f":"VLOOKUP($G$36+1,$T$4:$X$8,2)","v":0.5},{"$f":"VLOOKUP($G$36+1,$T$4:$X$8,3)","v":1.67889},{"$f":"VLOOKUP($G$36+1,$T$4:$X$8,4)","v":-6.93E-2},{"$f":"VLOOKUP($G$36+1,$T$4:$X$8,5)","v":0}," HIGH",null,null,56,1.571,1.5714285714285716]
[null,"Tc",{"$f":"C12","v":0},null,{"$f":"E12","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"($G$21-T28)/(T29-T28)","v":{"$error":"#VALUE!"}},{"$f":"IF($G$20<$U$4,$V$4,U28+(U29-U28)*T30)","v":{"$error":"#VALUE!"}},{"$f":"IF($G$20<$U$4,$W$4,V28+(V29-V28)*T30)","v":{"$error":"#VALUE!"}},{"$f":"IF($G$20<$U$4,$X$4,W28+(W29-W28)*T30)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,29,null,null,null,null,{"$f":"($G$21-AF28)/(AF29-AF28)","v":{"$error":"#VALUE!"}},{"$f":"IF($G$20<$U$4,$V$4,AG28+(AG29-AG28)*AF30)","v":{"$error":"#VALUE!"}},{"$f":"IF($G$20<$U$4,$W$4,AH28+(AH29-AH28)*AF30)","v":{"$error":"#VALUE!"}},{"$f":"IF($G$20<$U$4,$X$4,AI28+(AI29-AI28)*AF30)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,{"$f":"IF(AND(RCN!$N38>0,RCN!$N38<2000),RCN!$N38*RCN!$O38,0)","v":0},null,null,{"$f":"($J$21-AP28)/(AP29-AP28)","v":{"$error":"#VALUE!"}},{"$f":"IF($J$21<$U$4,$V$4,AQ28+(AQ29-AQ28)*AP30)","v":{"$error":"#VALUE!"}},{"$f":"IF($J$21<$U$4,$W$4,AR28+(AR29-AR28)*AP30)","v":{"$error":"#VALUE!"}},{"$f":"IF($J$21<$U$4,$X$4,AS28+(AS29-AS28)*AP30)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,null,{"$f":"($G$21-AX28)/(AX29-AX28)","v":{"$error":"#VALUE!"}},{"$f":"IF($G$20<$U$4,$V$4,AY28+(AY29-AY28)*AX30)","v":{"$error":"#VALUE!"}},{"$f":"IF($G$20<$U$4,$W$4,AZ28+(AZ29-AZ28)*AX30)","v":{"$error":"#VALUE!"}},{"$f":"IF($G$20<$U$4,$X$4,BA28+(BA29-BA28)*AX30)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,57,1.5089999999999999,1.5087719298245617]
["1000/CN-10","S",{"$f":"(1000/$C$9)-10","v":{"$error":"#DIV/0!"}},null,{"$f":"(1000/$E$9)-10","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,30,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND(RCN!$N39>0,RCN!$N39<2000),RCN!$N39*RCN!$O39,0)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,58,1.448,1.448275862068966]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"10 yr","Ia/P","C0","C1","C2",null,null,null,31,null,null,null,"10 yr","Ia/P","C0","C1","C2",null,null,null,{"$f":"IF(AND(RCN!$N40>0,RCN!$N40<2000),RCN!$N40*RCN!$O40,0)","v":0},null,"10 yr","Ia/P","C0","C1","C2",null,null,null,"10 yr","Ia/P","C0","C1","C2",null,null,null,{"$f":"BE31+1","v":59},1.39,1.3898305084745766]
[null,null,null,null,"PRE DEVELOPMENT",null,null,null,null,"POST DEVELOPMENT",null,null,null,null,null,null,null,null,null,{"$f":"VLOOKUP($G$34,$T$4:$X$8,2)","v":0.5},{"$f":"VLOOKUP($G$34,$T$4:$X$8,3)","v":1.67889},{"$f":"VLOOKUP($G$34,$T$4:$X$8,4)","v":-6.93E-2},{"$f":"VLOOKUP($G$34,$T$4:$X$8,5)","v":0}," LOW",null,null,32,null,null,null,null,{"$f":"VLOOKUP($H$36,$AF$4:$AJ$8,2)","v":0.5},{"$f":"VLOOKUP($H$36,$AF$4:$AJ$8,3)","v":2.20282},{"$f":"VLOOKUP($H$36,$AF$4:$AJ$8,4)","v":-0.51598999999999995},{"$f":"VLOOKUP($H$36,$AF$4:$AJ$8,5)","v":-1.259E-2}," LOW",null,null,{"$f":"IF(AND(RCN!$N41>0,RCN!$N41<2000),RCN!$N41*RCN!$O41,0)","v":0},null,null,{"$f":"VLOOKUP($L$34,$T$4:$X$8,2)","v":0.5},{"$f":"VLOOKUP($L$34,$AP$4:$AT$8,3)","v":1.67889},{"$f":"VLOOKUP($L$34,$AP$4:$AT$8,4)","v":-6.93E-2},{"$f":"VLOOKUP($L$34,$AP$4:$AT$8,5)","v":0}," LOW",null,null,null,{"$f":"VLOOKUP($L$36,$T$4:$X$8,2)","v":0.5},{"$f":"VLOOKUP($L$36,$AX$4:$BB$8,3)","v":2.20282},{"$f":"VLOOKUP($L$36,$AX$4:$BB$8,4)","v":-0.51598999999999995},{"$f":"VLOOKUP($L$36,$AX$4:$BB$8,5)","v":-1.259E-2}," LOW",null,null,60,1.333,1.3333333333333337]
[null,null,"TYPE I",null,{"$f":"IF(E$21>0.5,5,IF(AND(E$21<=0.5,E$21>0.4),4,IF(AND(E$21<=0.4,E$21>0.3),3,IF(AND(E$21<=0.3,E$21>0.25),2,1))))","v":5},{"$f":"IF(F$21>0.5,5,IF(AND(F$21<=0.5,F$21>0.4),4,IF(AND(F$21<=0.4,F$21>0.3),3,IF(AND(F$21<=0.3,F$21>0.25),2,1))))","v":5},{"$f":"IF(G21>0.5,5,IF(AND(G21<=0.5,G21>0.4),4,IF(AND(G21<=0.4,G21>0.3),3,IF(AND(G21<=0.3,G21>0.25),2,1))))","v":5},5,5,5,5,5,5,5,null,null,null,null,{"$f":"G21","v":" "},{"$f":"VLOOKUP($G$34+1,$T$4:$X$8,2)","v":0.5},{"$f":"VLOOKUP($G$34+1,$T$4:$X$8,3)","v":1.67889},{"$f":"VLOOKUP($G$34+1,$T$4:$X$8,4)","v":-6.93E-2},{"$f":"VLOOKUP($G$34+1,$T$4:$X$8,5)","v":0}," HIGH",null,null,33,null,null,null,{"$f":"G21","v":" "},{"$f":"VLOOKUP($H$36+1,$AF$4:$AJ$8,2)","v":0.5},{"$f":"VLOOKUP($H$36+1,$AF$4:$AJ$8,3)","v":2.20282},{"$f":"VLOOKUP($H$36+1,$AF$4:$AJ$8,4)","v":-0.51598999999999995},{"$f":"VLOOKUP($H$36+1,$AF$4:$AJ$8,5)","v":-1.259E-2}," HIGH",null,null,{"$f":"IF(AND(RCN!$N42>0,RCN!$N42<2000),RCN!$N42*RCN!$O42,0)","v":0},null,{"$f":"L21","v":" "},{"$f":"VLOOKUP($L$34+1,$T$4:$X$8,2)","v":0.5},{"$f":"VLOOKUP($L$34+1,$AP$4:$AT$8,3)","v":1.67889},{"$f":"VLOOKUP($L$34+1,$AP$4:$AT$8,4)","v":-6.93E-2},{"$f":"VLOOKUP($L$34+1,$AP$4:$AT$8,5)","v":0}," HIGH",null,null,{"$f":"L21","v":" "},{"$f":"VLOOKUP($L$36+1,$T$4:$X$8,2)","v":0.5},{"$f":"VLOOKUP($L$36+1,$AX$4:$BB$8,3)","v":2.20282},{"$f":"VLOOKUP($L$36+1,$AX$4:$BB$8,4)","v":-0.51598999999999995},{"$f":"VLOOKUP($L$36+1,$AX$4:$BB$8,5)","v":-1.259E-2}," HIGH",null,null,61,1.2789999999999999,1.2786885245901638]
[null,null,"TYPE IA",null,{"$f":"IF(E$21>0.5,5,IF(AND(E$21<=0.5,E$21>0.3),4,IF(AND(E$21<=0.3,E$21>0.25),3,IF(AND(E$21<=0.25,E$21>0.2),2,1))))","v":5},5,5,5,5,5,5,5,5,5,null,null,null,null,null,{"$f":"($G$21-T33)/(T34-T33)","v":{"$error":"#VALUE!"}},{"$f":"IF($G$21<$U$4,$V$4,U33+(U34-U33)*T35)","v":{"$error":"#VALUE!"}},{"$f":"IF($G$21<$U$4,$W$4,V33+(V34-V33)*T35)","v":{"$error":"#VALUE!"}},{"$f":"IF($G$21<$U$4,$X$4,W33+(W34-W33)*T35)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,34,null,null,null,null,{"$f":"($G$21-AF33)/(AF34-AF33)","v":{"$error":"#VALUE!"}},{"$f":"IF($G$21<$U$4,$V$4,AG33+(AG34-AG33)*AF35)","v":{"$error":"#VALUE!"}},{"$f":"IF($G$21<$U$4,$W$4,AH33+(AH34-AH33)*AF35)","v":{"$error":"#VALUE!"}},{"$f":"IF($G$21<$U$4,$X$4,AI33+(AI34-AI33)*AF35)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,{"$f":"IF(AND(RCN!$N43>0,RCN!$N43<2000),RCN!$N43*RCN!$O43,0)","v":0},null,null,{"$f":"($L$21-AP33)/(AP34-AP33)","v":{"$error":"#VALUE!"}},{"$f":"IF($L$21<$AQ$4,$AR$4,AQ33+(AQ34-AQ33)*AP35)","v":{"$error":"#VALUE!"}},{"$f":"IF($L$21<$AQ$4,$AS$4,AR33+(AR34-AR33)*AP35)","v":{"$error":"#VALUE!"}},{"$f":"IF($L$21<$AQ$4,$AT$4,AS33+(AS34-AS33)*AP35)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,null,{"$f":"($L$21-AX33)/(AX34-AX33)","v":{"$error":"#VALUE!"}},{"$f":"IF($L$21<$AY$4,$AZ$4,AY33+(AY34-AY33)*AX35)","v":{"$error":"#VALUE!"}},{"$f":"IF($L$21<$AY$4,$BA$4,AZ33+(AZ34-AZ33)*AX35)","v":{"$error":"#VALUE!"}},{"$f":"IF($L$21<$AY$4,$BB$4,BA33+(BA34-BA33)*AX35)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,62,1.226,1.2258064516129032]
[null,null,"TYPE II",null,{"$f":"IF(E$21>0.5,5,IF(AND(E$21<=0.5,E$21>0.4),4,IF(AND(E$21<=0.4,E$21>0.35),3,IF(AND(E$21<=0.35,E$21>0.3),2,1))))","v":5},5,5,5,5,5,5,5,5,5,null,null,null,null,null,null,null,null,null,null,null,null,35,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND(RCN!$N44>0,RCN!$N44<2000),RCN!$N44*RCN!$O44,0)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,63,1.175,1.1746031746031746]
[null,null,"TYPE III",null,5,5,5,5,5,5,5,5,5,5,null,null,null,null,"25 yr","Ia/P","C0","C1","C2",null,null,null,36,null,null,null,"25 yr","Ia/P","C0","C1","C2",null,null,null,{"$f":"IF(AND(RCN!$N45>0,RCN!$N45<2000),RCN!$N45*RCN!$O45,0)","v":0},null,"25 yr","Ia/P","C0","C1","C2",null,null,null,"25 yr","Ia/P","C0","C1","C2",null,null,null,64,1.125,1.125]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"VLOOKUP($H$34,$T$4:$X$8,2)","v":0.5},{"$f":"VLOOKUP($H$34,$T$4:$X$8,3)","v":1.67889},{"$f":"VLOOKUP($H$34,$T$4:$X$8,4)","v":-6.93E-2},{"$f":"VLOOKUP($H$34,$T$4:$X$8,5)","v":0}," LOW",null,null,37,null,null,null,null,{"$f":"VLOOKUP($I$36,$AF$4:$AJ$8,2)","v":0.5},{"$f":"VLOOKUP($I$36,$AF$4:$AJ$8,3)","v":2.20282},{"$f":"VLOOKUP($I$36,$AF$4:$AJ$8,4)","v":-0.51598999999999995},{"$f":"VLOOKUP($I$36,$AF$4:$AJ$8,5)","v":-1.259E-2}," LOW",null,null,{"$f":"IF(AND(RCN!$N46>0,RCN!$N46<2000),RCN!$N46*RCN!$O46,0)","v":0},null,null,{"$f":"VLOOKUP($M$34,$T$4:$X$8,2)","v":0.5},{"$f":"VLOOKUP($M$34,$AP$4:$AT$8,3)","v":1.67889},{"$f":"VLOOKUP($M$34,$AP$4:$AT$8,4)","v":-6.93E-2},{"$f":"VLOOKUP($M$34,$AP$4:$AT$8,5)","v":0}," LOW",null,null,null,{"$f":"VLOOKUP($M$36,$T$4:$X$8,2)","v":0.5},{"$f":"VLOOKUP($M$36,$AX$4:$BB$8,3)","v":2.20282},{"$f":"VLOOKUP($M$36,$AX$4:$BB$8,4)","v":-0.51598999999999995},{"$f":"VLOOKUP($M$36,$AX$4:$BB$8,5)","v":-1.259E-2}," LOW",null,null,65,1.077,1.0769230769230771]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"H21","v":" "},{"$f":"VLOOKUP($H$34+1,$T$4:$X$8,2)","v":0.5},{"$f":"VLOOKUP($H$34+1,$T$4:$X$8,3)","v":1.67889},{"$f":"VLOOKUP($H$34+1,$T$4:$X$8,4)","v":-6.93E-2},{"$f":"VLOOKUP($H$34+1,$T$4:$X$8,5)","v":0}," HIGH",null,null,38,null,null,null,{"$f":"H21","v":" "},{"$f":"VLOOKUP($I$36+1,$AF$4:$AJ$8,2)","v":0.5},{"$f":"VLOOKUP($I$36+1,$AF$4:$AJ$8,3)","v":2.20282},{"$f":"VLOOKUP($I$36+1,$AF$4:$AJ$8,4)","v":-0.51598999999999995},{"$f":"VLOOKUP($I$36+1,$AF$4:$AJ$8,5)","v":-1.259E-2}," HIGH",null,null,{"$f":"IF(AND(RCN!$N47>0,RCN!$N47<2000),RCN!$N47*RCN!$O47,0)","v":0},null,{"$f":"M21","v":" "},{"$f":"VLOOKUP($M$34+1,$T$4:$X$8,2)","v":0.5},{"$f":"VLOOKUP($M$34+1,$AP$4:$AT$8,3)","v":1.67889},{"$f":"VLOOKUP($M$34+1,$AP$4:$AT$8,4)","v":-6.93E-2},{"$f":"VLOOKUP($M$34+1,$AP$4:$AT$8,5)","v":0}," HIGH",null,null,{"$f":"M21","v":" "},{"$f":"VLOOKUP($M$36+1,$T$4:$X$8,2)","v":0.5},{"$f":"VLOOKUP($M$36+1,$AX$4:$BB$8,3)","v":2.20282},{"$f":"VLOOKUP($M$36+1,$AX$4:$BB$8,4)","v":-0.51598999999999995},{"$f":"VLOOKUP($M$36+1,$AX$4:$BB$8,5)","v":-1.259E-2}," HIGH",null,null,66,1.03,1.0303030303030305]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"($H$21-T38)/(T39-T38)","v":{"$error":"#VALUE!"}},{"$f":"IF($H$21<$U$4,$V$4,U38+(U39-U38)*T40)","v":{"$error":"#VALUE!"}},{"$f":"IF($H$21<$U$4,$W$4,V38+(V39-V38)*T40)","v":{"$error":"#VALUE!"}},{"$f":"IF($H$21<$U$4,$X$4,W38+(W39-W38)*T40)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,39,null,null,null,null,{"$f":"($H$21-AF38)/(AF39-AF38)","v":{"$error":"#VALUE!"}},{"$f":"IF($H$21<$AG$4,$AH$4,AG38+(AG39-AG38)*AF40)","v":{"$error":"#VALUE!"}},{"$f":"IF($H$21<$AG$4,$AI$4,AH38+(AH39-AH38)*AF40)","v":{"$error":"#VALUE!"}},{"$f":"IF($H$21<$AG$4,$AJ$4,AI38+(AI39-AI38)*AF40)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,{"$f":"IF(AND(RCN!$N48>0,RCN!$N48<2000),RCN!$N48*RCN!$O48,0)","v":0},null,null,{"$f":"($M$21-AP38)/(AP39-AP38)","v":{"$error":"#VALUE!"}},{"$f":"IF($M$21<$AQ$4,$AR$4,AQ38+(AQ39-AQ38)*AP40)","v":{"$error":"#VALUE!"}},{"$f":"IF($M$21<$AQ$4,$AS$4,AR38+(AR39-AR38)*AP40)","v":{"$error":"#VALUE!"}},{"$f":"IF($M$21<$AQ$4,$AT$4,AS38+(AS39-AS38)*AP40)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,null,{"$f":"($M$21-AX38)/(AX39-AX38)","v":{"$error":"#VALUE!"}},{"$f":"IF($M$21<$AY$4,$AZ$4,AY38+(AY39-AY38)*AX40)","v":{"$error":"#VALUE!"}},{"$f":"IF($M$21<$AY$4,$BA$4,AZ38+(AZ39-AZ38)*AX40)","v":{"$error":"#VALUE!"}},{"$f":"IF($M$21<$AY$4,$BB$4,BA38+(BA39-BA38)*AX40)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,67,0.98499999999999999,0.98507462686567182]
[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,40,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND(RCN!$N49>0,RCN!$N49<2000),RCN!$N49*RCN!$O49,0)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,68,0.94099999999999995,0.94117647058823517]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"50 yr","Ia/P","C0","C1","C2",null,null,null,41,null,null,null,"50 yr","Ia/P","C0","C1","C2",null,null,null,{"$f":"IF(AND(RCN!$N50>0,RCN!$N50<2000),RCN!$N50*RCN!$O50,0)","v":0},null,"50 yr","Ia/P","C0","C1","C2",null,null,null,"50 yr","Ia/P","C0","C1","C2",null,null,null,69,0.89900000000000002,0.89855072463768126]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"VLOOKUP($I$34,$T$4:$X$8,2)","v":0.5},{"$f":"VLOOKUP($I$34,$T$4:$X$8,3)","v":1.67889},{"$f":"VLOOKUP($I$34,$T$4:$X$8,4)","v":-6.93E-2},{"$f":"VLOOKUP($I$34,$T$4:$X$8,5)","v":0}," LOW",null,null,42,null,null,null,null,{"$f":"VLOOKUP($J$36,$AF$4:$AJ$8,2)","v":0.5},{"$f":"VLOOKUP($J$36,$AF$4:$AJ$8,3)","v":2.20282},{"$f":"VLOOKUP($J$36,$AF$4:$AJ$8,4)","v":-0.51598999999999995},{"$f":"VLOOKUP($J$36,$AF$4:$AJ$8,5)","v":-1.259E-2}," LOW",null,null,{"$f":"IF(AND(RCN!$N51>0,RCN!$N51<2000),RCN!$N51*RCN!$O51,0)","v":0},null,null,{"$f":"VLOOKUP($N$34,$T$4:$X$8,2)","v":0.5},{"$f":"VLOOKUP($N$34,$AP$4:$AT$8,3)","v":1.67889},{"$f":"VLOOKUP($N$34,$AP$4:$AT$8,4)","v":-6.93E-2},{"$f":"VLOOKUP($N$34,$AP$4:$AT$8,5)","v":0}," LOW",null,null,null,{"$f":"VLOOKUP($N$36,$T$4:$X$8,2)","v":0.5},{"$f":"VLOOKUP($N$36,$AX$4:$BB$8,3)","v":2.20282},{"$f":"VLOOKUP($N$36,$AX$4:$BB$8,4)","v":-0.51598999999999995},{"$f":"VLOOKUP($N$36,$AX$4:$BB$8,5)","v":-1.259E-2}," LOW",null,null,70,0.85699999999999998,0.85714285714285732]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"I21","v":" "},{"$f":"VLOOKUP($J$34+1,$T$4:$X$8,2)","v":0.5},{"$f":"VLOOKUP($I$34+1,$T$4:$X$8,3)","v":1.67889},{"$f":"VLOOKUP($I$34+1,$T$4:$X$8,4)","v":-6.93E-2},{"$f":"VLOOKUP($I$34+1,$T$4:$X$8,5)","v":0}," HIGH",null,null,43,null,null,null,{"$f":"I21","v":" "},{"$f":"VLOOKUP($J$36+1,$AF$4:$AJ$8,2)","v":0.5},{"$f":"VLOOKUP($J$36+1,$AF$4:$AJ$8,3)","v":2.20282},{"$f":"VLOOKUP($J$36+1,$AF$4:$AJ$8,4)","v":-0.51598999999999995},{"$f":"VLOOKUP($J$36+1,$AF$4:$AJ$8,5)","v":-1.259E-2}," HIGH",null,null,{"$f":"IF(AND(RCN!$N52>0,RCN!$N52<2000),RCN!$N52*RCN!$O52,0)","v":0},null,{"$f":"N21","v":" "},{"$f":"VLOOKUP($N$34+1,$T$4:$X$8,2)","v":0.5},{"$f":"VLOOKUP($N$34+1,$AP$4:$AT$8,3)","v":1.67889},{"$f":"VLOOKUP($N$34+1,$AP$4:$AT$8,4)","v":-6.93E-2},{"$f":"VLOOKUP($N$34+1,$AP$4:$AT$8,5)","v":0}," HIGH",null,null,{"$f":"N21","v":" "},{"$f":"VLOOKUP($N$36+1,$T$4:$X$8,2)","v":0.5},{"$f":"VLOOKUP($N$36+1,$AX$4:$BB$8,3)","v":2.20282},{"$f":"VLOOKUP($N$36+1,$AX$4:$BB$8,4)","v":-0.51598999999999995},{"$f":"VLOOKUP($N$36+1,$AX$4:$BB$8,5)","v":-1.259E-2}," HIGH",null,null,71,0.81699999999999995,0.81690140845070447]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"($I$21-T43)/(T44-T43)","v":{"$error":"#VALUE!"}},{"$f":"IF($I$21<$U$4,$V$4,U43+(U44-U43)*T45)","v":{"$error":"#VALUE!"}},{"$f":"IF($I$21<$U$4,$W$4,V43+(V44-V43)*T45)","v":{"$error":"#VALUE!"}},{"$f":"IF($I$21<$U$4,$X$4,W43+(W44-W43)*T45)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,44,null,null,null,null,{"$f":"($I$21-AF43)/(AF44-AF43)","v":{"$error":"#VALUE!"}},{"$f":"IF($I$21<$AF$4,$AH$4,AG43+(AG44-AG43)*AF45)","v":{"$error":"#VALUE!"}},{"$f":"IF($I$21<$AF$4,$AI$4,AH43+(AH44-AH43)*AF45)","v":{"$error":"#VALUE!"}},{"$f":"IF($I$21<$AF$4,$AJ$4,AI43+(AI44-AI43)*AF45)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,{"$f":"IF(AND(RCN!$N53>0,RCN!$N53<2000),RCN!$N53*RCN!$O53,0)","v":0},null,null,{"$f":"($N$21-AP43)/(AP44-AP43)","v":{"$error":"#VALUE!"}},{"$f":"IF($N$21<$AQ$4,$AR$4,AQ43+(AQ44-AQ43)*AP45)","v":{"$error":"#VALUE!"}},{"$f":"IF($N$21<$AQ$4,$AS$4,AR43+(AR44-AR43)*AP45)","v":{"$error":"#VALUE!"}},{"$f":"IF($N$21<$AQ$4,$AT$4,AS43+(AS44-AS43)*AP45)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,null,{"$f":"($N$21-AX43)/(AX44-AX43)","v":{"$error":"#VALUE!"}},{"$f":"IF($N$21<$AY$4,$AZ$4,AY43+(AY44-AY43)*AX45)","v":{"$error":"#VALUE!"}},{"$f":"IF($N$21<$AY$4,$BA$4,AZ43+(AZ44-AZ43)*AX45)","v":{"$error":"#VALUE!"}},{"$f":"IF($N$21<$AY$4,$BB$4,BA43+(BA44-BA43)*AX45)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,72,0.77800000000000002,0.7777777777777779]
[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,45,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND(RCN!$N54>0,RCN!$N54<2000),RCN!$N54*RCN!$O54,0)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,73,0.74,0.73972602739726023]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"100 yr","Ia/P","C0","C1","C2",null,null,null,46,null,null,null,"100 yr","Ia/P","C0","C1","C2",null,null,null,{"$f":"IF(AND(RCN!$N55>0,RCN!$N55<2000),RCN!$N55*RCN!$O55,0)","v":0},null,"100 yr","Ia/P","C0","C1","C2",null,null,null,"100 yr","Ia/P","C0","C1","C2",null,null,null,74,0.70299999999999996,0.70270270270270285]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"VLOOKUP($K$34,$T$4:$X$8,2)","v":0.5},{"$f":"VLOOKUP($K$34,$T$4:$X$8,3)","v":1.67889},{"$f":"VLOOKUP($K$34,$T$4:$X$8,4)","v":-6.93E-2},{"$f":"VLOOKUP($K$34,$T$4:$X$8,5)","v":0}," LOW",null,null,47,null,null,null,null,{"$f":"VLOOKUP($K$36,$T$4:$X$8,2)","v":0.5},{"$f":"VLOOKUP($K$36,$T$4:$X$8,3)","v":1.67889},{"$f":"VLOOKUP($K$36,$T$4:$X$8,4)","v":-6.93E-2},{"$f":"VLOOKUP($K$36,$T$4:$X$8,5)","v":0}," LOW",null,null,{"$f":"IF(AND(RCN!$N56>0,RCN!$N56<2000),RCN!$N56*RCN!$O56,0)","v":0},null,null,{"$f":"VLOOKUP($K$34,$T$4:$X$8,2)","v":0.5},{"$f":"VLOOKUP($K$34,$T$4:$X$8,3)","v":1.67889},{"$f":"VLOOKUP($K$34,$T$4:$X$8,4)","v":-6.93E-2},{"$f":"VLOOKUP($K$34,$T$4:$X$8,5)","v":0}," LOW",null,null,null,{"$f":"VLOOKUP($K$36,$T$4:$X$8,2)","v":0.5},{"$f":"VLOOKUP($K$36,$T$4:$X$8,3)","v":1.67889},{"$f":"VLOOKUP($K$36,$T$4:$X$8,4)","v":-6.93E-2},{"$f":"VLOOKUP($K$36,$T$4:$X$8,5)","v":0}," LOW",null,null,75,0.66700000000000004,0.66666666666666685]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0,{"$f":"VLOOKUP($K$34+1,$T$4:$X$8,2)","v":0.5},{"$f":"VLOOKUP($K$34+1,$T$4:$X$8,3)","v":1.67889},{"$f":"VLOOKUP($K$34+1,$T$4:$X$8,4)","v":-6.93E-2},{"$f":"VLOOKUP($K$34+1,$T$4:$X$8,5)","v":0}," HIGH",null,null,48,null,null,null,0,{"$f":"VLOOKUP($K$36+1,$T$4:$X$8,2)","v":0.5},{"$f":"VLOOKUP($K$36+1,$T$4:$X$8,3)","v":1.67889},{"$f":"VLOOKUP($K$36+1,$T$4:$X$8,4)","v":-6.93E-2},{"$f":"VLOOKUP($K$36+1,$T$4:$X$8,5)","v":0}," HIGH",null,null,{"$f":"IF(AND(RCN!$N57>0,RCN!$N57<2000),RCN!$N57*RCN!$O57,0)","v":0},null,0,{"$f":"VLOOKUP($K$34+1,$T$4:$X$8,2)","v":0.5},{"$f":"VLOOKUP($K$34+1,$T$4:$X$8,3)","v":1.67889},{"$f":"VLOOKUP($K$34+1,$T$4:$X$8,4)","v":-6.93E-2},{"$f":"VLOOKUP($K$34+1,$T$4:$X$8,5)","v":0}," HIGH",null,null,{"$f":"AC20","v":0},{"$f":"VLOOKUP($K$36+1,$T$4:$X$8,2)","v":0.5},{"$f":"VLOOKUP($K$36+1,$T$4:$X$8,3)","v":1.67889},{"$f":"VLOOKUP($K$36+1,$T$4:$X$8,4)","v":-6.93E-2},{"$f":"VLOOKUP($K$36+1,$T$4:$X$8,5)","v":0}," HIGH",null,null,76,0.63200000000000001,0.63157894736842091]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"($K$21-T48)/(T49-T48)","v":{"$error":"#VALUE!"}},{"$f":"IF($K$21<$U$4,$V$4,U48+(U49-U48)*T50)","v":{"$error":"#VALUE!"}},{"$f":"IF($K$21<$U$4,$W$4,V48+(V49-V48)*T50)","v":{"$error":"#VALUE!"}},{"$f":"IF($K$21<$U$4,$X$4,W48+(W49-W48)*T50)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,49,null,null,null,null,{"$f":"($K$21-AF48)/(AF49-AF48)","v":{"$error":"#VALUE!"}},{"$f":"IF($K$21<$U$4,$V$4,AG48+(AG49-AG48)*AF50)","v":{"$error":"#VALUE!"}},{"$f":"IF($K$21<$U$4,$W$4,AH48+(AH49-AH48)*AF50)","v":{"$error":"#VALUE!"}},{"$f":"IF($K$21<$U$4,$X$4,AI48+(AI49-AI48)*AF50)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,{"$f":"IF(AND(RCN!$N58>0,RCN!$N58<2000),RCN!$N58*RCN!$O58,0)","v":0},null,null,{"$f":"($K$21-AP48)/(AP49-AP48)","v":{"$error":"#VALUE!"}},{"$f":"IF($K$21<$U$4,$V$4,AQ48+(AQ49-AQ48)*AP50)","v":{"$error":"#VALUE!"}},{"$f":"IF($K$21<$U$4,$W$4,AR48+(AR49-AR48)*AP50)","v":{"$error":"#VALUE!"}},{"$f":"IF($K$21<$U$4,$X$4,AS48+(AS49-AS48)*AP50)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,null,{"$f":"($K$21-AX48)/(AX49-AX48)","v":{"$error":"#VALUE!"}},{"$f":"IF($K$21<$U$4,$V$4,AY48+(AY49-AY48)*AX50)","v":{"$error":"#VALUE!"}},{"$f":"IF($K$21<$U$4,$W$4,AZ48+(AZ49-AZ48)*AX50)","v":{"$error":"#VALUE!"}},{"$f":"IF($K$21<$U$4,$X$4,BA48+(BA49-BA48)*AX50)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,77,0.59699999999999998,0.59740259740259738]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Pre",null,null,null,null,null,null,null,null,null,50,"Pre",null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND(RCN!$N59>0,RCN!$N59<2000),RCN!$N59*RCN!$O59,0)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,78,0.56399999999999995,0.56410256410256421]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"200 yr","Ia/P","C0","C1","C2",null,null,null,51,null,null,null,"200 yr","Ia/P","C0","C1","C2",null,null,null,{"$f":"IF(AND(RCN!$N60>0,RCN!$N60<2000),RCN!$N60*RCN!$O60,0)","v":0},null,"200 yr","Ia/P","C0","C1","C2",null,null,null,"200 yr","Ia/P","C0","C1","C2",null,null,null,79,0.53200000000000003,0.53164556962025322]
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[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"1 yr","Ia/P","C0","C1","C2",null,null,null,null,null,null,null,"1 yr","Ia/P","C0","C1","C2",null,null,null,null,null,"1 yr","Ia/P","C0","C1","C2",null,null,null,"1 yr","Ia/P","C0","C1","C2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"VLOOKUP($E$35,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($E$35,$T$73:$X$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($E$35,$T$73:$X$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($E$35,$T$73:$X$77,5)","v":0}," LOW",null,null,null,null,null,null,null,{"$f":"VLOOKUP($E$37,$AF$73:$AJ$77,2)","v":0.5},{"$f":"VLOOKUP($E$37,$AF$73:$AJ$77,3)","v":2.1777199999999999},{"$f":"VLOOKUP($E$37,$AF$73:$AJ$77,4)","v":-0.36803000000000002},{"$f":"VLOOKUP($E$37,$AF$73:$AJ$77,5)","v":-9.5250000000000001E-2}," LOW",null,null,null,null,null,{"$f":"VLOOKUP($J$35,$AP$73:$AT$77,2)","v":0.5},{"$f":"VLOOKUP($J$35,$AP$73:$AT$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($J$35,$AP$73:$AT$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($J$35,$AP$73:$AT$77,5)","v":0}," LOW",null,null,null,{"$f":"VLOOKUP($J$37,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($J$37,$AX$73:$BB$77,3)","v":2.1777199999999999},{"$f":"VLOOKUP($J$37,$AX$73:$BB$77,4)","v":-0.36803000000000002},{"$f":"VLOOKUP($J$37,$AX$73:$BB$77,5)","v":-9.5250000000000001E-2}," LOW"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"E21","v":" "},{"$f":"VLOOKUP($E$35+1,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($E$35+1,$T$73:$X$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($E$35+1,$T$73:$X$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($E$35+1,$T$73:$X$77,5)","v":0}," HIGH",null,null,null,null,null,null,{"$f":"E21","v":" "},{"$f":"VLOOKUP($E$37+1,$AF$73:$AJ$77,2)","v":0.5},{"$f":"VLOOKUP($E$37+1,$AF$73:$AJ$77,3)","v":2.1777199999999999},{"$f":"VLOOKUP($E$37+1,$AF$73:$AJ$77,4)","v":-0.36803000000000002},{"$f":"VLOOKUP($E$37+1,$AF$73:$AJ$77,5)","v":-9.5250000000000001E-2}," HIGH",null,null,null,null,{"$f":"J21","v":" "},{"$f":"VLOOKUP($J$35+1,$AP$73:$AT$77,2)","v":0.5},{"$f":"VLOOKUP($J$35+1,$AP$73:$AT$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($J$35+1,$AP$73:$AT$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($J$35+1,$AP$73:$AT$77,5)","v":0}," HIGH",null,null,{"$f":"J21","v":" "},{"$f":"VLOOKUP($J$37+1,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($J$37+1,$AX$73:$BB$77,3)","v":2.1777199999999999},{"$f":"VLOOKUP($J$37+1,$AX$73:$BB$77,4)","v":-0.36803000000000002},{"$f":"VLOOKUP($J$37+1,$AX$73:$BB$77,5)","v":-9.5250000000000001E-2}," HIGH"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"($E$21-T83)/(T84-T83)","v":{"$error":"#VALUE!"}},{"$f":"IF($E$21<$U$73,$V$73,U83+(U84-U83)*T85)","v":{"$error":"#VALUE!"}},{"$f":"IF($E$21<$U$73,$W$73,V83+(V84-V83)*T85)","v":{"$error":"#VALUE!"}},{"$f":"IF($E$21<$U$73,$X$73,W83+(W84-W83)*T85)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,null,null,null,null,null,{"$f":"($E$21-AF83)/(AF84-AF83)","v":{"$error":"#VALUE!"}},{"$f":"IF($E$21<$AG$73,$AH$73,AG83+(AG84-AG83)*AF85)","v":{"$error":"#VALUE!"}},{"$f":"IF($E$21<$AG$73,$AI$73,AH83+(AH84-AH83)*AF85)","v":{"$error":"#VALUE!"}},{"$f":"IF($E$21<$AG$73,$AJ$73,AI83+(AI84-AI83)*AF85)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,null,null,null,{"$f":"($J$21-AP83)/(AP84-AP83)","v":{"$error":"#VALUE!"}},{"$f":"IF($J$21<$AQ$73,$AR$73,AQ83+(AQ84-AQ83)*AP85)","v":{"$error":"#VALUE!"}},{"$f":"IF($J$21<$AQ$73,$AS$73,AR83+(AR84-AR83)*AP85)","v":{"$error":"#VALUE!"}},{"$f":"IF($J$21<$U$73,$AT$73,AS83+(AS84-AS83)*AP85)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,null,{"$f":"($J$21-AX83)/(AX84-AX83)","v":{"$error":"#VALUE!"}},{"$f":"IF($J$21<$AX$83,$AY$83,AY83+(AY84-AY83)*AX85)","v":{"$error":"#VALUE!"}},{"$f":"IF($J$21<$AX$83,$BA$73,AZ83+(AZ84-AZ83)*AX85)","v":{"$error":"#VALUE!"}},{"$f":"IF($J$21<$AX$73,$BB$73,BA83+(BA84-BA83)*AX85)","v":{"$error":"#VALUE!"}}," INTERPOLATED"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"2 yr","Ia/P","C0","C1","C2",null,null,null,null,null,null,null,"2 yr","Ia/P","C0","C1","C2",null,null,null,null,null,"2 yr","Ia/P","C0","C1","C2",null,null,null,"2 yr","Ia/P","C0","C1","C2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"VLOOKUP($F$35,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($F$35,$T$73:$X$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($F$35,$T$73:$X$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($F$35,$T$73:$X$77,5)","v":0}," LOW",null,null,null,null,null,null,null,{"$f":"VLOOKUP($F$37,$AF$73:$AJ$77,2)","v":0.5},{"$f":"VLOOKUP($F$37,$AF$73:$AJ$77,3)","v":2.1777199999999999},{"$f":"VLOOKUP($F$37,$AF$73:$AJ$77,4)","v":-0.36803000000000002},{"$f":"VLOOKUP($F$37,$AF$73:$AJ$77,5)","v":-9.5250000000000001E-2}," LOW",null,null,null,null,null,{"$f":"VLOOKUP($K$35,$AP$73:$AT$77,2)","v":0.5},{"$f":"VLOOKUP($K$35,$AP$73:$AT$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($K$35,$AP$73:$AT$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($K$35,$T$73:$X$77,5)","v":0}," LOW",null,null,null,{"$f":"VLOOKUP($K$37,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($K$37,$AX$73:$BB$77,3)","v":2.1777199999999999},{"$f":"VLOOKUP($K$37,$AX$73:$BB$77,4)","v":-0.36803000000000002},{"$f":"VLOOKUP($K$37,$AX$73:$BB$77,5)","v":-9.5250000000000001E-2}," LOW"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"F21","v":" "},{"$f":"VLOOKUP($F$35+1,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($F$35+1,$T$73:$X$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($F$35+1,$T$73:$X$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($F$35+1,$T$73:$X$77,5)","v":0}," HIGH",null,null,null,null,null,null,{"$f":"F21","v":" "},{"$f":"VLOOKUP($F$37+1,$AF$73:$AJ$77,2)","v":0.5},{"$f":"VLOOKUP($F$37+1,$AF$73:$AJ$77,3)","v":2.1777199999999999},{"$f":"VLOOKUP($F$37+1,$AF$73:$AJ$77,4)","v":-0.36803000000000002},{"$f":"VLOOKUP($F$37+1,$AF$73:$AJ$77,5)","v":-9.5250000000000001E-2}," HIGH",null,null,null,null,{"$f":"K21","v":" "},{"$f":"VLOOKUP($K$35+1,$AP$73:$AT$77,2)","v":0.5},{"$f":"VLOOKUP($K$35+1,$AP$73:$AT$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($K$35+1,$AP$73:$AT$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($K$35+1,$AP$73:$AT$77,5)","v":0}," HIGH",null,null,{"$f":"K21","v":" "},{"$f":"VLOOKUP($K$37+1,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($K$37+1,$AX$73:$BB$77,3)","v":2.1777199999999999},{"$f":"VLOOKUP($K$37+1,$AX$73:$BB$77,4)","v":-0.36803000000000002},{"$f":"VLOOKUP($K$37+1,$AX$73:$BB$77,5)","v":-9.5250000000000001E-2}," HIGH"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"($F$21-T88)/(T89-T88)","v":{"$error":"#VALUE!"}},{"$f":"IF($F$21<$U$73,$V$73,U88+(U89-U88)*T90)","v":{"$error":"#VALUE!"}},{"$f":"IF($F$21<$U$73,$W$73,V88+(V89-V88)*T90)","v":{"$error":"#VALUE!"}},{"$f":"IF($F$21<$U$73,$X$73,W88+(W89-W88)*T90)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,null,null,null,null,null,{"$f":"($F$21-AF88)/(AF89-AF88)","v":{"$error":"#VALUE!"}},{"$f":"IF($F$21<$AG$73,$AH$73,AG88+(AG89-AG88)*AF90)","v":{"$error":"#VALUE!"}},{"$f":"IF($F$21<$AG$73,$AI$73,AH88+(AH89-AH88)*AF90)","v":{"$error":"#VALUE!"}},{"$f":"IF($F$21<$AG$73,$AJ$73,AI88+(AI89-AI88)*AF90)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,null,null,null,{"$f":"($K$21-AP88)/(AP89-AP88)","v":{"$error":"#VALUE!"}},{"$f":"IF($K$21<$AQ$73,$AR$73,AQ88+(AQ89-AQ88)*AP90)","v":{"$error":"#VALUE!"}},{"$f":"IF($K$21<$AQ$73,$AS$73,AR88+(AR89-AR88)*AP90)","v":{"$error":"#VALUE!"}},{"$f":"IF($K$21<$AQ$73,$AT$73,AS88+(AS89-AS88)*AP90)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,null,{"$f":"($K$21-AX88)/(AX89-AX88)","v":{"$error":"#VALUE!"}},{"$f":"IF($K$21<$AX$88,$AY$88,AY88+(AY89-AY88)*AX90)","v":{"$error":"#VALUE!"}},{"$f":"IF($K$21<$AX$88,$BA$73,AZ88+(AZ89-AZ88)*AX90)","v":{"$error":"#VALUE!"}},{"$f":"IF($K$21<$AX$88,$BB$73,BA88+(BA89-BA88)*AX90)","v":{"$error":"#VALUE!"}}," INTERPOLATED"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"5 yr","Ia/P","C0","C1","C2",null,null,null,null,null,null,null,"5 yr","Ia/P","C0","C1","C2",null,null,null,null,null,"5 yr","Ia/P","C0","C1","C2",null,null,null,"5 yr","Ia/P","C0","C1","C2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"VLOOKUP($G$35,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($G$35,$T$73:$X$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($G$35,$T$73:$X$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($G$35,$T$73:$X$77,5)","v":0}," LOW",null,null,null,null,null,null,null,{"$f":"VLOOKUP($G$37,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($G$37,$AF$73:$AJ$77,3)","v":2.1777199999999999},{"$f":"VLOOKUP($G$37,$T$73:$X$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($G$37,$T$73:$X$77,5)","v":0}," LOW",null,null,null,null,null,{"$f":"VLOOKUP($G$35,$AP$73:$AT$77,2)","v":0.5},{"$f":"VLOOKUP($G$35,$AP$73:$AT$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($G$35,$AP$73:$AT$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($G$35,$AP$73:$AT$77,5)","v":0}," LOW",null,null,null,{"$f":"VLOOKUP($G$37,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($G$37,$T$73:$X$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($G$37,$T$73:$X$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($G$37,$T$73:$X$77,5)","v":0}," LOW"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0,{"$f":"VLOOKUP($G$35+1,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($G$35+1,$T$73:$X$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($G$35+1,$T$73:$X$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($G$35+1,$T$73:$X$77,5)","v":0}," HIGH",null,null,null,null,null,null,0,{"$f":"VLOOKUP($G$37+1,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($G$37+1,$AF$73:$AJ$77,3)","v":2.1777199999999999},{"$f":"VLOOKUP($G$37+1,$T$73:$X$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($G$37+1,$T$73:$X$77,5)","v":0}," HIGH",null,null,null,null,{"$f":"AC20","v":0},{"$f":"VLOOKUP($G$35+1,$AP$73:$AT$77,2)","v":0.5},{"$f":"VLOOKUP($G$35+1,$AP$73:$AT$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($G$35+1,$AP$73:$AT$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($G$35+1,$AP$73:$AT$77,5)","v":0}," HIGH",null,null,{"$f":"Y20","v":0},{"$f":"VLOOKUP($G$37+1,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($G$37+1,$T$73:$X$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($G$37+1,$T$73:$X$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($G$37+1,$T$73:$X$77,5)","v":0}," HIGH"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"($G$21-T93)/(T94-T93)","v":{"$error":"#VALUE!"}},{"$f":"IF($G$21<$U$73,$V$73,U93+(U94-U93)*T95)","v":{"$error":"#VALUE!"}},{"$f":"IF($G$21<$U$73,$W$73,V93+(V94-V93)*T95)","v":{"$error":"#VALUE!"}},{"$f":"IF($G$21<$U$73,$X$73,W93+(W94-W93)*T95)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,null,null,null,null,null,{"$f":"($G$21-AF93)/(AF94-AF93)","v":{"$error":"#VALUE!"}},{"$f":"IF($G$21<$U$73,$V$73,AG93+(AG94-AG93)*AF95)","v":{"$error":"#VALUE!"}},{"$f":"IF($G$21<$U$73,$W$73,AH93+(AH94-AH93)*AF95)","v":{"$error":"#VALUE!"}},{"$f":"IF($G$21<$U$73,$X$73,AI93+(AI94-AI93)*AF95)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,null,null,null,{"$f":"($G$21-AP93)/(AP94-AP93)","v":{"$error":"#VALUE!"}},{"$f":"IF($G$21<$AQ$73,$AR$73,AQ93+(AQ94-AQ93)*AP95)","v":{"$error":"#VALUE!"}},{"$f":"IF($G$21<$AQ$73,$AS$73,AR93+(AR94-AR93)*AP95)","v":{"$error":"#VALUE!"}},{"$f":"IF($G$21<$AQ$73,$AT$73,AS93+(AS94-AS93)*AP95)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,null,{"$f":"($G$21-AX93)/(AX94-AX93)","v":{"$error":"#VALUE!"}},{"$f":"IF($G$21<$U$73,$V$73,AY93+(AY94-AY93)*AX95)","v":{"$error":"#VALUE!"}},{"$f":"IF($G$21<$U$73,$W$73,AZ93+(AZ94-AZ93)*AX95)","v":{"$error":"#VALUE!"}},{"$f":"IF($G$21<$U$73,$X$73,BA93+(BA94-BA93)*AX95)","v":{"$error":"#VALUE!"}}," INTERPOLATED"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"10 yr","Ia/P","C0","C1","C2",null,null,null,null,null,null,null,"10 yr","Ia/P","C0","C1","C2",null,null,null,null,null,"10 yr","Ia/P","C0","C1","C2",null,null,null,"10 yr","Ia/P","C0","C1","C2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"VLOOKUP($G$35,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($G$35,$T$73:$X$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($G$35,$T$73:$X$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($G$35,$T$73:$X$77,5)","v":0}," LOW",null,null,null,null,null,null,null,{"$f":"VLOOKUP($G$37,$AF$73:$AJ$77,2)","v":0.5},{"$f":"VLOOKUP($G$37,$AF$73:$AJ$77,3)","v":2.1777199999999999},{"$f":"VLOOKUP($G$37,$AF$73:$AJ$77,4)","v":-0.36803000000000002},{"$f":"VLOOKUP($G$37,$AF$73:$AJ$77,5)","v":-9.5250000000000001E-2}," LOW",null,null,null,null,null,{"$f":"VLOOKUP($L$35,$AP$73:$AT$77,2)","v":0.5},{"$f":"VLOOKUP($L$35,$AP$73:$AT$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($L$35,$AP$73:$AT$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($L$35,$AP$73:$AT$77,5)","v":0}," LOW",null,null,null,{"$f":"VLOOKUP($L$37,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($L$37,$AX$73:$BB$77,3)","v":2.1777199999999999},{"$f":"VLOOKUP($L$37,$AX$73:$BB$77,4)","v":-0.36803000000000002},{"$f":"VLOOKUP($L$37,$AX$73:$BB$77,5)","v":-9.5250000000000001E-2}," LOW"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"G21","v":" "},{"$f":"VLOOKUP($G$35+1,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($G$35+1,$T$73:$X$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($G$35+1,$T$73:$X$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($G$35+1,$T$73:$X$77,5)","v":0}," HIGH",null,null,null,null,null,null,{"$f":"G21","v":" "},{"$f":"VLOOKUP($G$37+1,$AF$73:$AJ$77,2)","v":0.5},{"$f":"VLOOKUP($G$37+1,$AF$73:$AJ$77,3)","v":2.1777199999999999},{"$f":"VLOOKUP($G$37+1,$AF$73:$AJ$77,4)","v":-0.36803000000000002},{"$f":"VLOOKUP($G$37+1,$AF$73:$AJ$77,5)","v":-9.5250000000000001E-2}," HIGH",null,null,null,null,{"$f":"L21","v":" "},{"$f":"VLOOKUP($L$35+1,$AP$73:$AT$77,2)","v":0.5},{"$f":"VLOOKUP($L$35+1,$AP$73:$AT$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($L$35+1,$AP$73:$AT$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($L$35+1,$AP$73:$AT$77,5)","v":0}," HIGH",null,null,{"$f":"L21","v":" "},{"$f":"VLOOKUP($L$37+1,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($L$37+1,$AX$73:$BB$77,3)","v":2.1777199999999999},{"$f":"VLOOKUP($L$37+1,$AX$73:$BB$77,4)","v":-0.36803000000000002},{"$f":"VLOOKUP($L$37+1,$AX$73:$BB$77,5)","v":-9.5250000000000001E-2}," HIGH"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"($G$21-T98)/(T99-T98)","v":{"$error":"#VALUE!"}},{"$f":"IF($G$21<$U$73,$V$73,U98+(U99-U98)*T100)","v":{"$error":"#VALUE!"}},{"$f":"IF($G$21<$U$73,$W$73,V98+(V99-V98)*T100)","v":{"$error":"#VALUE!"}},{"$f":"IF($G$21<$U$73,$X$73,W98+(W99-W98)*T100)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,null,null,null,null,null,{"$f":"($G$21-AF98)/(AF99-AF98)","v":{"$error":"#VALUE!"}},{"$f":"IF($G$21<$AG$73,$AH$73,AG98+(AG99-AG98)*AF100)","v":{"$error":"#VALUE!"}},{"$f":"IF($G$21<$AG$73,$AI$73,AH98+(AH99-AH98)*AF100)","v":{"$error":"#VALUE!"}},{"$f":"IF($G$21<$AG$73,$AJ$73,AI98+(AI99-AI98)*AF100)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,null,null,null,{"$f":"($L$21-AP98)/(AP99-AP98)","v":{"$error":"#VALUE!"}},{"$f":"IF($L$21<$AQ$73,$AR$73,AQ98+(AQ99-AQ98)*AP100)","v":{"$error":"#VALUE!"}},{"$f":"IF($L$21<$AQ$73,$AS$73,AR98+(AR99-AR98)*AP100)","v":{"$error":"#VALUE!"}},{"$f":"IF($L$21<$AQ$73,$AT$73,AS98+(AS99-AS98)*AP100)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,null,{"$f":"($L$21-AX98)/(AX99-AX98)","v":{"$error":"#VALUE!"}},{"$f":"IF($L$21<$AX$98,$AY$88,AY98+(AY99-AY98)*AX100)","v":{"$error":"#VALUE!"}},{"$f":"IF($L$21<$AX$98,$BA$73,AZ98+(AZ99-AZ98)*AX100)","v":{"$error":"#VALUE!"}},{"$f":"IF($L$21<$AX$98,$BB$73,BA98+(BA99-BA98)*AX100)","v":{"$error":"#VALUE!"}}," INTERPOLATED"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"25 yr","Ia/P","C0","C1","C2",null,null,null,null,null,null,null,"25 yr","Ia/P","C0","C1","C2",null,null,null,null,null,"25 yr","Ia/P","C0","C1","C2",null,null,null,"25 yr","Ia/P","C0","C1","C2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"VLOOKUP($H$35,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($H$35,$T$73:$X$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($H$35,$T$73:$X$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($H$35,$T$73:$X$77,5)","v":0}," LOW",null,null,null,null,null,null,null,{"$f":"VLOOKUP($H$37,$AF$73:$AJ$77,2)","v":0.5},{"$f":"VLOOKUP($H$37,$AF$73:$AJ$77,3)","v":2.1777199999999999},{"$f":"VLOOKUP($H$37,$AF$73:$AJ$77,4)","v":-0.36803000000000002},{"$f":"VLOOKUP($H$37,$AF$73:$AJ$77,5)","v":-9.5250000000000001E-2}," LOW",null,null,null,null,null,{"$f":"VLOOKUP($M$35,$AP$73:$AT$77,2)","v":0.5},{"$f":"VLOOKUP($M$35,$AP$73:$AT$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($M$35,$AP$73:$AT$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($M$35,$AP$73:$AT$77,5)","v":0}," LOW",null,null,null,{"$f":"VLOOKUP($M$37,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($M$37,$AX$73:$BB$77,3)","v":2.1777199999999999},{"$f":"VLOOKUP($M$37,$AX$73:$BB$77,4)","v":-0.36803000000000002},{"$f":"VLOOKUP($M$37,$AX$73:$BB$77,5)","v":-9.5250000000000001E-2}," LOW"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"H21","v":" "},{"$f":"VLOOKUP($H$35+1,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($H$35+1,$T$73:$X$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($H$35+1,$T$73:$X$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($H$35+1,$T$73:$X$77,5)","v":0}," HIGH",null,null,null,null,null,null,{"$f":"H21","v":" "},{"$f":"VLOOKUP($H$37+1,$AF$73:$AJ$77,2)","v":0.5},{"$f":"VLOOKUP($H$37+1,$AF$73:$AJ$77,3)","v":2.1777199999999999},{"$f":"VLOOKUP($H$37+1,$AF$73:$AJ$77,4)","v":-0.36803000000000002},{"$f":"VLOOKUP($H$37+1,$AF$73:$AJ$77,5)","v":-9.5250000000000001E-2}," HIGH",null,null,null,null,{"$f":"M21","v":" "},{"$f":"VLOOKUP($M$35+1,$AP$73:$AT$77,2)","v":0.5},{"$f":"VLOOKUP($M$35+1,$AP$73:$AT$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($M$35+1,$AP$73:$AT$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($M$35+1,$AP$73:$AT$77,5)","v":0}," HIGH",null,null,{"$f":"M21","v":" "},{"$f":"VLOOKUP($M$37+1,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($M$37+1,$AX$73:$BB$77,3)","v":2.1777199999999999},{"$f":"VLOOKUP($M$37+1,$AX$73:$BB$77,4)","v":-0.36803000000000002},{"$f":"VLOOKUP($M$37+1,$AX$73:$BB$77,5)","v":-9.5250000000000001E-2}," HIGH"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"($H$21-T103)/(T104-T103)","v":{"$error":"#VALUE!"}},{"$f":"IF($H$21<$U$73,$V$73,U103+(U104-U103)*T105)","v":{"$error":"#VALUE!"}},{"$f":"IF($H$21<$U$73,$W$73,V103+(V104-V103)*T105)","v":{"$error":"#VALUE!"}},{"$f":"IF($H$21<$U$73,$X$73,W103+(W104-W103)*T105)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,null,null,null,null,null,{"$f":"($H$21-AF103)/(AF104-AF103)","v":{"$error":"#VALUE!"}},{"$f":"IF($H$21<$AG$73,$AH$73,AG103+(AG104-AG103)*AF105)","v":{"$error":"#VALUE!"}},{"$f":"IF($H$21<$AG$73,$AI$73,AH103+(AH104-AH103)*AF105)","v":{"$error":"#VALUE!"}},{"$f":"IF($H$21<$AG$73,$AJ$73,AI103+(AI104-AI103)*AF105)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,null,null,null,{"$f":"($M$21-AP103)/(AP104-AP103)","v":{"$error":"#VALUE!"}},{"$f":"IF($M$21<$AQ$73,$AR$73,AQ103+(AQ104-AQ103)*AP105)","v":{"$error":"#VALUE!"}},{"$f":"IF($M$21<$AQ$73,$AS$73,AR103+(AR104-AR103)*AP105)","v":{"$error":"#VALUE!"}},{"$f":"IF($M$21<$AQ$73,$AT$73,AS103+(AS104-AS103)*AP105)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,null,{"$f":"($M$21-AX103)/(AX104-AX103)","v":{"$error":"#VALUE!"}},{"$f":"IF($M$21<$AX$103,$AY$88,AY103+(AY104-AY103)*AX105)","v":{"$error":"#VALUE!"}},{"$f":"IF($M$21<$AX$103,$BA$73,AZ103+(AZ104-AZ103)*AX105)","v":{"$error":"#VALUE!"}},{"$f":"IF($M$21<$AX$103,$BB$73,BA103+(BA104-BA103)*AX105)","v":{"$error":"#VALUE!"}}," INTERPOLATED"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"50 yr","Ia/P","C0","C1","C2",null,null,null,null,null,null,null,"50 yr","Ia/P","C0","C1","C2",null,null,null,null,null,"50 yr","Ia/P","C0","C1","C2",null,null,null,"50 yr","Ia/P","C0","C1","C2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"VLOOKUP($I$35,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($I$35,$T$73:$X$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($I$35,$T$73:$X$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($I$35,$T$73:$X$77,5)","v":0}," LOW",null,null,null,null,null,null,null,{"$f":"VLOOKUP($I$37,$AF$73:$AJ$77,2)","v":0.5},{"$f":"VLOOKUP($I$37,$AF$73:$AJ$77,3)","v":2.1777199999999999},{"$f":"VLOOKUP($I$37,$AF$73:$AJ$77,4)","v":-0.36803000000000002},{"$f":"VLOOKUP($I$37,$AF$73:$AJ$77,5)","v":-9.5250000000000001E-2}," LOW",null,null,null,null,null,{"$f":"VLOOKUP($N$35,$AP$73:$AT$77,2)","v":0.5},{"$f":"VLOOKUP($N$35,$AP$73:$AT$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($N$35,$AP$73:$AT$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($N$35,$AP$73:$AT$77,5)","v":0}," LOW",null,null,null,{"$f":"VLOOKUP($N$37,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($N$37,$AX$73:$BB$77,3)","v":2.1777199999999999},{"$f":"VLOOKUP($N$37,$AX$73:$BB$77,4)","v":-0.36803000000000002},{"$f":"VLOOKUP($N$37,$AX$73:$BB$77,5)","v":-9.5250000000000001E-2}," LOW"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"I21","v":" "},{"$f":"VLOOKUP($I$35+1,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($I$35+1,$T$73:$X$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($I$35+1,$T$73:$X$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($I$35+1,$T$73:$X$77,5)","v":0}," HIGH",null,null,null,null,null,null,{"$f":"I21","v":" "},{"$f":"VLOOKUP($I$37+1,$AF$73:$AJ$77,2)","v":0.5},{"$f":"VLOOKUP($I$37+1,$AF$73:$AJ$77,3)","v":2.1777199999999999},{"$f":"VLOOKUP($I$37+1,$AF$73:$AJ$77,4)","v":-0.36803000000000002},{"$f":"VLOOKUP($I$37+1,$AF$73:$AJ$77,5)","v":-9.5250000000000001E-2}," HIGH",null,null,null,null,{"$f":"N21","v":" "},{"$f":"VLOOKUP($N$35+1,$AP$73:$AT$77,2)","v":0.5},{"$f":"VLOOKUP($N$35+1,$AP$73:$AT$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($N$35+1,$AP$73:$AT$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($N$35+1,$AP$73:$AT$77,5)","v":0}," HIGH",null,null,{"$f":"N21","v":" "},{"$f":"VLOOKUP($N$37+1,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($N$37+1,$AX$73:$BB$77,3)","v":2.1777199999999999},{"$f":"VLOOKUP($N$37+1,$AX$73:$BB$77,4)","v":-0.36803000000000002},{"$f":"VLOOKUP($N$37+1,$AX$73:$BB$77,5)","v":-9.5250000000000001E-2}," HIGH"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"($I$21-T108)/(T109-T108)","v":{"$error":"#VALUE!"}},{"$f":"IF($I$21<$U$73,$V$73,U108+(U109-U108)*T110)","v":{"$error":"#VALUE!"}},{"$f":"IF($I$21<$U$73,$W$73,V108+(V109-V108)*T110)","v":{"$error":"#VALUE!"}},{"$f":"IF($I$21<$U$73,$X$73,W108+(W109-W108)*T110)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,null,null,null,null,null,{"$f":"($I$21-AF108)/(AF109-AF108)","v":{"$error":"#VALUE!"}},{"$f":"IF($I$21<$AG$73,$AH$73,AG108+(AG109-AG108)*AF110)","v":{"$error":"#VALUE!"}},{"$f":"IF($I$21<$AG$73,$AI$73,AH108+(AH109-AH108)*AF110)","v":{"$error":"#VALUE!"}},{"$f":"IF($I$21<$AG$73,$AJ$73,AI108+(AI109-AI108)*AF110)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,null,null,null,{"$f":"($N$21-AP108)/(AP109-AP108)","v":{"$error":"#VALUE!"}},{"$f":"IF($N$21<$AQ$73,$AR$73,AQ108+(AQ109-AQ108)*AP110)","v":{"$error":"#VALUE!"}},{"$f":"IF($N$21<$AQ$73,$AS$73,AR108+(AR109-AR108)*AP110)","v":{"$error":"#VALUE!"}},{"$f":"IF($N$21<$AQ$73,$AT$73,AS108+(AS109-AS108)*AP110)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,null,{"$f":"($N$21-AX108)/(AX109-AX108)","v":{"$error":"#VALUE!"}},{"$f":"IF($N$21<$AX$108,$AY$88,AY108+(AY109-AY108)*AX110)","v":{"$error":"#VALUE!"}},{"$f":"IF($N$21<$AX$108,$BA$73,AZ108+(AZ109-AZ108)*AX110)","v":{"$error":"#VALUE!"}},{"$f":"IF($N$21<$AX$108,$BB$73,BA108+(BA109-BA108)*AX110)","v":{"$error":"#VALUE!"}}," INTERPOLATED"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"100 yr","Ia/P","C0","C1","C2",null,null,null,null,null,null,null,"100 yr","Ia/P","C0","C1","C2",null,null,null,null,null,"100 yr","Ia/P","C0","C1","C2",null,null,null,"100 yr","Ia/P","C0","C1","C2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"VLOOKUP($K$35,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($K$35,$T$73:$X$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($K$35,$T$73:$X$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($K$35,$T$73:$X$77,5)","v":0}," LOW",null,null,null,null,null,null,null,{"$f":"VLOOKUP($K$37,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($K$37,$T$73:$X$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($K$37,$T$73:$X$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($K$37,$T$73:$X$77,5)","v":0}," LOW",null,null,null,null,null,{"$f":"VLOOKUP($K$35,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($K$35,$T$73:$X$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($K$35,$T$73:$X$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($K$35,$T$73:$X$77,5)","v":0}," LOW",null,null,null,{"$f":"VLOOKUP($K$37,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($K$37,$T$73:$X$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($K$37,$T$73:$X$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($K$37,$T$73:$X$77,5)","v":0}," LOW"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0,{"$f":"VLOOKUP($K$35+1,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($K$35+1,$T$73:$X$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($K$35+1,$T$73:$X$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($K$35+1,$T$73:$X$77,5)","v":0}," HIGH",null,null,null,null,null,null,0,{"$f":"VLOOKUP($K$37+1,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($K$37+1,$T$73:$X$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($K$37+1,$T$73:$X$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($K$37+1,$T$73:$X$77,5)","v":0}," HIGH",null,null,null,null,0,{"$f":"VLOOKUP($K$35+1,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($K$35+1,$T$73:$X$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($K$35+1,$T$73:$X$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($K$35+1,$T$73:$X$77,5)","v":0}," HIGH",null,null,0,{"$f":"VLOOKUP($K$37+1,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($K$37+1,$T$73:$X$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($K$37+1,$T$73:$X$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($K$37+1,$T$73:$X$77,5)","v":0}," HIGH"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"($K$21-T113)/(T114-T113)","v":{"$error":"#VALUE!"}},{"$f":"IF($K$21<$U$73,$V$73,U113+(U114-U113)*T115)","v":{"$error":"#VALUE!"}},{"$f":"IF($K$21<$U$73,$W$73,V113+(V114-V113)*T115)","v":{"$error":"#VALUE!"}},{"$f":"IF($K$21<$U$73,$X$73,W113+(W114-W113)*T115)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,null,null,null,null,null,{"$f":"($K$21-AF113)/(AF114-AF113)","v":{"$error":"#VALUE!"}},{"$f":"IF($K$21<$U$73,$V$73,AG113+(AG114-AG113)*AF115)","v":{"$error":"#VALUE!"}},{"$f":"IF($K$21<$U$73,$W$73,AH113+(AH114-AH113)*AF115)","v":{"$error":"#VALUE!"}},{"$f":"IF($K$21<$U$73,$X$73,AI113+(AI114-AI113)*AF115)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,null,null,null,{"$f":"($K$21-AP113)/(AP114-AP113)","v":{"$error":"#VALUE!"}},{"$f":"IF($K$21<$U$73,$V$73,AQ113+(AQ114-AQ113)*AP115)","v":{"$error":"#VALUE!"}},{"$f":"IF($K$21<$U$73,$W$73,AR113+(AR114-AR113)*AP115)","v":{"$error":"#VALUE!"}},{"$f":"IF($K$21<$U$73,$X$73,AS113+(AS114-AS113)*AP115)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,null,{"$f":"($K$21-AX113)/(AX114-AX113)","v":{"$error":"#VALUE!"}},{"$f":"IF($K$21<$U$73,$V$73,AY113+(AY114-AY113)*AX115)","v":{"$error":"#VALUE!"}},{"$f":"IF($K$21<$U$73,$W$73,AZ113+(AZ114-AZ113)*AX115)","v":{"$error":"#VALUE!"}},{"$f":"IF($K$21<$U$73,$X$73,BA113+(BA114-BA113)*AX115)","v":{"$error":"#VALUE!"}}," INTERPOLATED"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"200 yr","Ia/P","C0","C1","C2",null,null,null,null,null,null,null,"200 yr","Ia/P","C0","C1","C2",null,null,null,null,null,"200 yr","Ia/P","C0","C1","C2",null,null,null,"200 yr","Ia/P","C0","C1","C2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"VLOOKUP($L$35,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($L$35,$T$73:$X$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($L$35,$T$73:$X$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($L$35,$T$73:$X$77,5)","v":0}," LOW",null,null,null,null,null,null,null,{"$f":"VLOOKUP($L$37,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($L$37,$T$73:$X$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($L$37,$T$73:$X$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($L$37,$T$73:$X$77,5)","v":0}," LOW",null,null,null,null,null,{"$f":"VLOOKUP($L$35,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($L$35,$T$73:$X$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($L$35,$T$73:$X$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($L$35,$T$73:$X$77,5)","v":0}," LOW",null,null,null,{"$f":"VLOOKUP($L$37,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($L$37,$T$73:$X$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($L$37,$T$73:$X$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($L$37,$T$73:$X$77,5)","v":0}," LOW"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0,{"$f":"VLOOKUP($J$35+1,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($L$35+1,$T$73:$X$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($L$35+1,$T$73:$X$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($L$35+1,$T$73:$X$77,5)","v":0}," HIGH",null,null,null,null,null,null,0,{"$f":"VLOOKUP($J$37+1,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($L$37+1,$T$73:$X$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($L$37+1,$T$73:$X$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($L$37+1,$T$73:$X$77,5)","v":0}," HIGH",null,null,null,null,0,{"$f":"VLOOKUP($J$35+1,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($L$35+1,$T$73:$X$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($L$35+1,$T$73:$X$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($L$35+1,$T$73:$X$77,5)","v":0}," HIGH",null,null,0,{"$f":"VLOOKUP($J$37+1,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($L$37+1,$T$73:$X$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($L$37+1,$T$73:$X$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($L$37+1,$T$73:$X$77,5)","v":0}," HIGH"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"($L$21-T118)/(T119-T118)","v":{"$error":"#VALUE!"}},{"$f":"IF($L$21<$U$73,$V$73,U118+(U119-U118)*T120)","v":{"$error":"#VALUE!"}},{"$f":"IF($L$21<$U$73,$W$73,V118+(V119-V118)*T120)","v":{"$error":"#VALUE!"}},{"$f":"IF($L$21<$U$73,$X$73,W118+(W119-W118)*T120)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,null,null,null,null,null,{"$f":"($L$21-AF118)/(AF119-AF118)","v":{"$error":"#VALUE!"}},{"$f":"IF($L$21<$U$73,$V$73,AG118+(AG119-AG118)*AF120)","v":{"$error":"#VALUE!"}},{"$f":"IF($L$21<$U$73,$W$73,AH118+(AH119-AH118)*AF120)","v":{"$error":"#VALUE!"}},{"$f":"IF($L$21<$U$73,$X$73,AI118+(AI119-AI118)*AF120)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,null,null,null,{"$f":"($L$21-AP118)/(AP119-AP118)","v":{"$error":"#VALUE!"}},{"$f":"IF($L$21<$U$73,$V$73,AQ118+(AQ119-AQ118)*AP120)","v":{"$error":"#VALUE!"}},{"$f":"IF($L$21<$U$73,$W$73,AR118+(AR119-AR118)*AP120)","v":{"$error":"#VALUE!"}},{"$f":"IF($L$21<$U$73,$X$73,AS118+(AS119-AS118)*AP120)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,null,{"$f":"($L$21-AX118)/(AX119-AX118)","v":{"$error":"#VALUE!"}},{"$f":"IF($L$21<$U$73,$V$73,AY118+(AY119-AY118)*AX120)","v":{"$error":"#VALUE!"}},{"$f":"IF($L$21<$U$73,$W$73,AZ118+(AZ119-AZ118)*AX120)","v":{"$error":"#VALUE!"}},{"$f":"IF($L$21<$U$73,$X$73,BA118+(BA119-BA118)*AX120)","v":{"$error":"#VALUE!"}}," INTERPOLATED"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"500 yr","Ia/P","C0","C1","C2",null,null,null,null,null,null,null,"500 yr","Ia/P","C0","C1","C2",null,null,null,null,null,"500 yr","Ia/P","C0","C1","C2",null,null,null,"500 yr","Ia/P","C0","C1","C2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"VLOOKUP($M$35,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($M$35,$T$73:$X$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($M$35,$T$73:$X$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($M$35,$T$73:$X$77,5)","v":0}," LOW",null,null,null,null,null,null,null,{"$f":"VLOOKUP($M$37,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($M$37,$T$73:$X$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($M$37,$T$73:$X$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($M$37,$T$73:$X$77,5)","v":0}," LOW",null,null,null,null,null,{"$f":"VLOOKUP($M$35,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($M$35,$T$73:$X$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($M$35,$T$73:$X$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($M$35,$T$73:$X$77,5)","v":0}," LOW",null,null,null,{"$f":"VLOOKUP($M$37,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($M$37,$T$73:$X$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($M$37,$T$73:$X$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($M$37,$T$73:$X$77,5)","v":0}," LOW"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0,{"$f":"VLOOKUP($M$35+1,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($M$35+1,$T$73:$X$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($M$35+1,$T$73:$X$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($M$35+1,$T$73:$X$77,5)","v":0}," HIGH",null,null,null,null,null,null,0,{"$f":"VLOOKUP($M$37+1,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($M$37+1,$T$73:$X$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($M$37+1,$T$73:$X$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($M$37+1,$T$73:$X$77,5)","v":0}," HIGH",null,null,null,null,0,{"$f":"VLOOKUP($M$35+1,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($M$35+1,$T$73:$X$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($M$35+1,$T$73:$X$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($M$35+1,$T$73:$X$77,5)","v":0}," HIGH",null,null,0,{"$f":"VLOOKUP($M$37+1,$T$73:$X$77,2)","v":0.5},{"$f":"VLOOKUP($M$37+1,$T$73:$X$77,3)","v":1.6641699999999999},{"$f":"VLOOKUP($M$37+1,$T$73:$X$77,4)","v":-3.1E-2},{"$f":"VLOOKUP($M$37+1,$T$73:$X$77,5)","v":0}," HIGH"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"($M$21-T123)/(T124-T123)","v":{"$error":"#VALUE!"}},{"$f":"IF($M$21<$U$73,$V$73,U123+(U124-U123)*T125)","v":{"$error":"#VALUE!"}},{"$f":"IF($M$21<$U$73,$W$73,V123+(V124-V123)*T125)","v":{"$error":"#VALUE!"}},{"$f":"IF($M$21<$U$73,$X$73,W123+(W124-W123)*T125)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,null,null,null,null,null,{"$f":"($M$21-AF123)/(AF124-AF123)","v":{"$error":"#VALUE!"}},{"$f":"IF($M$21<$U$73,$V$73,AG123+(AG124-AG123)*AF125)","v":{"$error":"#VALUE!"}},{"$f":"IF($M$21<$U$73,$W$73,AH123+(AH124-AH123)*AF125)","v":{"$error":"#VALUE!"}},{"$f":"IF($M$21<$U$73,$X$73,AI123+(AI124-AI123)*AF125)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,null,null,null,{"$f":"($M$21-AP123)/(AP124-AP123)","v":{"$error":"#VALUE!"}},{"$f":"IF($M$21<$U$73,$V$73,AQ123+(AQ124-AQ123)*AP125)","v":{"$error":"#VALUE!"}},{"$f":"IF($M$21<$U$73,$W$73,AR123+(AR124-AR123)*AP125)","v":{"$error":"#VALUE!"}},{"$f":"IF($M$21<$U$73,$X$73,AS123+(AS124-AS123)*AP125)","v":{"$error":"#VALUE!"}}," INTERPOLATED",null,null,null,{"$f":"($M$21-AX123)/(AX124-AX123)","v":{"$error":"#VALUE!"}},{"$f":"IF($M$21<$U$73,$V$73,AY123+(AY124-AY123)*AX125)","v":{"$error":"#VALUE!"}},{"$f":"IF($M$21<$U$73,$W$73,AZ123+(AZ124-AZ123)*AX125)","v":{"$error":"#VALUE!"}},{"$f":"IF($M$21<$U$73,$X$73,BA123+(BA124-BA123)*AX125)","v":{"$error":"#VALUE!"}}," INTERPOLATED"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rainfall",null,"qu for the Following Storm Frequency (cfs/ac/in)",null,null,null,null,null,null,null,null,null,"Rainfall",null,"qu for the Following Storm Frequency (cfs/ac/in)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rainfall",null,"qu for the Following Storm Frequency (cfs/ac/in)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Dist ","1-yr","2-yr","5-yr","10-yr","25-yr","50-yr","100-yr","200-yr","500-yr",null,null,"Dist","1-yr","2-yr","5-yr","10-yr","25-yr","50-yr","100-yr","200-yr","500-yr",null,null,null,null,null,null,null,null,null,null,null,"Dist","1-yr","2-yr","5-yr","10-yr","25-yr","50-yr","100-yr","200-yr","500-yr"]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"TYPE IA",{"$f":"IF(E21>=0.5,(POWER(10,$V$77+$W$77*LOG10($Q$53)+($X$77*(LOG10($Q$53))^2)))/640,(POWER(10,$U$85+($V$85*LOG10($Q$53))+($W$85*(LOG10($Q$53))^2)))/640)","v":{"$error":"#NUM!"}},{"$f":"IF(F21>=0.5,(POWER(10,$V$77+$W$77*LOG10($Q$53)+($X$77*(LOG10($Q$53))^2)))/640,(POWER(10,$U$90+($V$90*LOG10($Q$53))+($W$90*(LOG10($Q$53))^2)))/640)","v":{"$error":"#NUM!"}},null,{"$f":"IF(G21>=0.5,(POWER(10,$V$77+$W$77*LOG10($Q$53)+($X$77*(LOG10($Q$53))^2)))/640,(POWER(10,$U$100+($V$100*LOG10($Q$53))+($W$100*(LOG10($Q$53))^2)))/640)","v":{"$error":"#NUM!"}},{"$f":"IF(H21>=0.5,(POWER(10,$V$77+$W$77*LOG10($Q$53)+($X$77*(LOG10($Q$53))^2)))/640,(POWER(10,$U$105+($V$105*LOG10($Q$53))+($W$105*(LOG10($Q$53))^2)))/640)","v":{"$error":"#NUM!"}},{"$f":"IF(I21>=0.5,(POWER(10,$V$77+$W$77*LOG10($Q$53)+($X$77*(LOG10($Q$53))^2)))/640,(POWER(10,$U$110+$V$110*LOG10($Q$53)+($W$110*(LOG10($Q$53))^2)))/640)","v":{"$error":"#NUM!"}},null,null,null,null,null,"TYPE III",{"$f":"IF(E$21>=0.5,(POWER(10,$AH$77+$AI$77*LOG10($Q$53)+($AJ$77*(LOG10($Q$53))^2)))/640,(POWER(10,$AG$85+$AH$85*LOG10($Q$53)+($AI$85*(LOG10($Q$53))^2)))/640)","v":{"$error":"#NUM!"}},{"$f":"IF(F$21>=0.5,(POWER(10,$AH$77+$AI$77*LOG10($Q$53)+($AJ$77*(LOG10($Q$53))^2)))/640,(POWER(10,$AG$90+$AH$90*LOG10($Q$53)+($AI$90*(LOG10($Q$53))^2)))/640)","v":{"$error":"#NUM!"}},null,{"$f":"IF(G$21>=0.5,(POWER(10,$AH$77+$AI$77*LOG10($Q$53)+($AJ$77*(LOG10($Q$53))^2)))/640,(POWER(10,$AG$35+$AH$35*LOG10($Q$53)+($AI$35*(LOG10($Q$53))^2)))/640)","v":{"$error":"#NUM!"}},{"$f":"IF(H$21>=0.5,(POWER(10,$AH$77+$AI$77*LOG10($Q$53)+($AJ$77*(LOG10($Q$53))^2)))/640,(POWER(10,$AG$105+$AH$105*LOG10($Q$53)+($AI$105*(LOG10($Q$53))^2)))/640)","v":{"$error":"#NUM!"}},{"$f":"IF(I$21>=0.5,(POWER(10,$AH$77+$AI$77*LOG10($Q$53)+($AJ$77*(LOG10($Q$53))^2)))/640,(POWER(10,$AG$110+$AH$110*LOG10($Q$53)+($AI$110*(LOG10($Q$53))^2)))/640)","v":{"$error":"#NUM!"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,"TYPE III",{"$f":"IF(J$21>=0.5,(POWER(10,$AZ$77+$BA$77*LOG10($AN$53)+($BB$77*(LOG10($AN$53))^2)))/640,(POWER(10,$AY$85+$AZ$85*LOG10($AN$53)+($BA$85*(LOG10($AN$53))^2)))/640)","v":{"$error":"#NUM!"}},{"$f":"IF(K$21>=0.5,(POWER(10,$AZ$77+$BA$77*LOG10($AN$53)+($BB$77*(LOG10($AN$53))^2)))/640,(POWER(10,$AY$90+$AZ$90*LOG10($AN$53)+($BA$90*(LOG10($AN$53))^2)))/640)","v":{"$error":"#NUM!"}},null,{"$f":"IF(L$21>=0.5,(POWER(10,$AZ$77+$BA$77*LOG10($AN$53)+($BB$77*(LOG10($AN$53))^2)))/640,(POWER(10,$AY$100+$AZ$100*LOG10($AN$53)+($BA$100*(LOG10($AN$53))^2)))/640)","v":{"$error":"#NUM!"}},{"$f":"IF(M$21>=0.5,(POWER(10,$AZ$77+$BA$77*LOG10($AN$53)+($BB$77*(LOG10($AN$53))^2)))/640,(POWER(10,$AY$105+$AZ$105*LOG10($AN$53)+($BA$105*(LOG10($AN$53))^2)))/640)","v":{"$error":"#NUM!"}},{"$f":"IF(N$21>=0.5,(POWER(10,$AZ$77+$BA$77*LOG10($AN$53)+($BB$77*(LOG10($AN$53))^2)))/640,(POWER(10,$AY$110+$AZ$110*LOG10($AN$53)+($BA$110*(LOG10($AN$53))^2)))/640)","v":{"$error":"#NUM!"}}]
[]
[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,"Rainfall",null,"qu for the Following Storm Frequency (cfs/ac/in)"]
[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,"Dist ","1-yr","2-yr","5-yr","10-yr","25-yr","50-yr","100-yr","200-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,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"TYPE I",{"$f":"IF(J$21>=0.5,(POWER(10,$AR$8+($AS$8*LOG10($AN$53))+($AT$8*(LOG10($AN$53))^2)))/640,(POWER(10,$AQ$20+($AR$20*LOG10($AN$53))+($AS$20*(LOG10($AN$53))^2)))/640)","v":{"$error":"#NUM!"}},{"$f":"IF(K$21>=0.5,(POWER(10,$AR$8+$AS$8*LOG10($AN$53)+($AT$8*(LOG10($AN$53))^2)))/640,(POWER(10,$AQ$25+$AR$25*LOG10($AN$53)+($AS$25*(LOG10($AN$53))^2)))/640)","v":{"$error":"#NUM!"}},null,{"$f":"IF(L$21>=0.5,(POWER(10,$AR$8+$AS$8*LOG10($AN$53)+($AT$8*(LOG10($AN$53))^2)))/640,(POWER(10,$AQ$35+$AR$35*LOG10($AN$53)+($AS$35*(LOG10($AN$53))^2)))/640)","v":{"$error":"#NUM!"}},{"$f":"IF(M$21>=0.5,(POWER(10,$AR$8+$AS$8*LOG10($AN$53)+($AT$8*(LOG10($AN$53))^2)))/640,(POWER(10,$AQ$40+$AR$40*LOG10($AN$53)+($AS$40*(LOG10($AN$53))^2)))/640)","v":{"$error":"#NUM!"}},{"$f":"IF(N$21>=0.5,(POWER(10,$AR$8+$AS$8*LOG10($AN$53)+($AT$8*(LOG10($AN$53))^2)))/640,(POWER(10,$AQ$45+$AR$45*LOG10($AN$53)+($AS$45*(LOG10($AN$53))^2)))/640)","v":{"$error":"#NUM!"}}]
[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,"TYPE IA",{"$f":"IF($J$21>=0.5,(POWER(10,$AR$77+$AS$77*LOG10($AN$53)+($AT$77*(LOG10($AN$53))^2)))/640,(POWER(10,$AQ$85+$AR$85*LOG10($AN$53)+($AS$85*(LOG10($AN$53))^2)))/640)","v":{"$error":"#NUM!"}},{"$f":"IF($K$21>=0.5,(POWER(10,$AR$77+$AS$77*LOG10($AN$53)+($AT$77*(LOG10($AN$53))^2)))/640,(POWER(10,$AQ$90+$AR$90*LOG10($AN$53)+($AS$90*(LOG10($AN$53))^2)))/640)","v":{"$error":"#NUM!"}},null,{"$f":"IF($L$21>=0.5,(POWER(10,$AR$77+$AS$77*LOG10($AN$53)+($AT$77*(LOG10($AN$53))^2)))/640,(POWER(10,$AQ$100+$AR$100*LOG10($AN$53)+($AS$100*(LOG10($AN$53))^2)))/640)","v":{"$error":"#NUM!"}},{"$f":"IF($M$21>=0.5,(POWER(10,$AR$77+$AS$77*LOG10($AN$53)+($AT$77*(LOG10($AN$53))^2)))/640,(POWER(10,$AQ$105+$AR$105*LOG10($AN$53)+($AS$105*(LOG10($AN$53))^2)))/640)","v":{"$error":"#NUM!"}},{"$f":"IF($N$21>=0.5,(POWER(10,$AR$77+($AS$77*LOG10($AN$53))+($AT$77*(LOG10($AN$53))^2)))/640,(POWER(10,$AQ$110+$AR$110*LOG10($AN$53)+($AS$110*(LOG10($AN$53))^2)))/640)","v":{"$error":"#NUM!"}}]

{"sheet":"Runoff Volumes","index":3,"n_rows":96,"n_cols":29,"rows_kept":96,"cut":false,"hidden":false,"merged":[[92,2,92,5],[94,2,94,5],[95,2,95,5],[86,7,86,9],[91,2,91,5],[90,2,90,5],[80,2,80,5],[76,2,76,5],[76,7,76,10],[89,2,89,3],[78,2,78,5],[79,2,79,5],[81,2,81,5],[82,2,82,5],[83,2,83,5],[84,2,84,5],[31,1,31,3],[32,5,32,9],[32,10,32,14],[20,1,20,4],[21,1,21,4],[22,1,22,4],[23,1,23,4],[19,11,19,15],[19,6,19,10],[24,1,24,4],[25,1,25,4],[28,1,28,4],[9,21,9,23],[9,28,9,30],[14,1,14,2],[14,5,14,7],[15,5,15,7],[61,7,61,8],[46,7,46,8],[52,3,52,4],[53,3,53,4],[34,1,34,4],[35,1,35,4],[36,1,36,4],[37,1,37,4],[38,1,38,4],[39,1,39,4],[54,3,54,4],[55,3,55,4],[56,3,56,4]]}
[null,"RUNOFF VOLUMES USING MANUAL RAINFALL"]
[]
[null,"Project:"]
[null,"Designer:",null,null,null,null,null,null,null,"Checked:"]
[null,"Date:",null,null,null,null,null,null,null,"Date:"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"General:"]
["I.","Rainfall Data:"]
[null,"(adapted from Lander, 2004)",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,"Channel Protection, Cpv"]
[]
[null,"Recurrence Int (yrs)",null,1,2,10,25,50,null,null,null,null,null,null,null,null,null,null,null,null,null,"Water Quality Volume, WQv",null,null,"[(P)*(I)*(A)]/12",null,null,null,"Overbank Flood Control, Qp-25"]
[null,"Ave.Rain (in/24hrs)",null,3.5,7,10,20,27]
[]
[null,"Location Information:"]
[]
[null,"Geologic Region:",null,"Volcanic",null,"Water Quality Region:",null,null,"S2",null,"(Refer to CNMI Manual- Vol1, Figure 2.1 for values)"]
[null,null,null,null,null,"Resource Designation:",null,null,{"$f":"IF(OR($I$15=\"M1\",$I$15=\"S1\"),\"High\",\"Moderate\")","v":"Moderate"}]
[]
[]
[null,"Runoff Curve Number:"]
[null,null,null,null,null,null,"Pre Development",null,null,null,null,"Post Development"]
[null,"Cover Description",null,null,null,"HSG","CN Value Table 2-2","TR55    Fig 2-3","TR55    Fig 2-4","Area (acres)","CN x  Area","CN Value Table 2-2","TR55    Fig 2-3","TR55    Fig 2-4","Area (acres)","CN x  Area"]
[null,null,null,null,null,null,null,null,null,null,{"$f":"_xlfn.IFS($G22>0,$G22*$J22,$H22>0,$H22*$J22,$I22>0,$I22*$J22,TRUE,\"0\")","v":"0"},null,null,null,null,{"$f":"_xlfn.IFS($L22>0,$L22*$O22,$M22>0,$M22*$O22,$N22>0,$N22*$O22,TRUE,\"0\")","v":"0"}]
[null,null,null,null,null,null,null,null,null,null,{"$f":"_xlfn.IFS($G23>0,$G23*$J23,$H23>0,$H23*$J23,$I23>0,$I23*$J23,TRUE,\"0\")","v":"0"},null,null,null,null,{"$f":"_xlfn.IFS($L23>0,$L23*$O23,$M23>0,$M23*$O23,$N23>0,$N23*$O23,TRUE,\"0\")","v":"0"}]
[null,null,null,null,null,null,null,null,null,null,{"$f":"_xlfn.IFS($G24>0,$G24*$J24,$H24>0,$H24*$J24,$I24>0,$I24*$J24,TRUE,\"0\")","v":"0"},null,null,null,null,{"$f":"_xlfn.IFS($L24>0,$L24*$O24,$M24>0,$M24*$O24,$N24>0,$N24*$O24,TRUE,\"0\")","v":"0"}]
[null,null,null,null,null,null,null,null,null,null,{"$f":"_xlfn.IFS($G25>0,$G25*$J25,$H25>0,$H25*$J25,$I25>0,$I25*$J25,TRUE,\"0\")","v":"0"},null,null,null,null,{"$f":"_xlfn.IFS($L25>0,$L25*$O25,$M25>0,$M25*$O25,$N25>0,$N25*$O25,TRUE,\"0\")","v":"0"}]
[null,"Impervious",null,null,null,null,null,null,null,null,{"$f":"_xlfn.IFS($G26>0,$G26*$J26,$H26>0,$H26*$J26,$I26>0,$I26*$J26,TRUE,\"0\")","v":"0"},null,null,null,null,{"$f":"_xlfn.IFS($L26>0,$L26*$O26,$M26>0,$M26*$O26,$N26>0,$N26*$O26,TRUE,\"0\")","v":"0"},"Do the Pre and Post Development Areas match?"]
[null,null,null,null,"Total",null,null,null,null,{"$f":"SUM(J22:J26)","v":0},{"$f":"SUM(K22:K26)","v":0},null,null,null,{"$f":"SUM(O22:O26)","v":0},{"$f":"SUM(P22:P26)","v":0},{"$f":"IF(J27=O27,\"OK!\",\"ERROR!\")","v":"OK!"}]
[]
[null,"Weighted CN Value",null,null,null,null,null,null,null,null,{"$f":"ROUNDUP((K27/J27),0)","v":{"$error":"#DIV/0!"}},null,null,null,null,{"$f":"ROUNDUP((P27/O27),0)","v":{"$error":"#DIV/0!"}}]
[]
[]
["II.","Runoff Calculation:"]
[null,null,null,null,null,"Pre Development",null,null,null,null,"Post Development"]
[null,null,null,null,null,"Storm #1","Storm #2","Storm #3","Storm #4","Storm #5","Storm #1","Storm #2","Storm #3","Storm #4","Storm #5"]
[null,"Storm Frequency (yr)",null,null,null,1,2,10,25,50,1,2,10,25,50]
[null,"24hr Rainfall, P, (in)",null,null,null,3.5,7,10,20,27,3.5,7,10,20,27]
[null,"Location Adjusted Rainfall, P, (in)",null,null,null,{"$f":"F$36*$F$42","v":0},{"$f":"G$36*$F$42","v":0},0,0,0,0,0,0,0,0]
[null,"Storage Factor, S, (in)",null,null,null,{"$f":"(1000/$K$29)-10","v":{"$error":"#DIV/0!"}},{"$f":"(1000/$K$29)-10","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$f":"(1000/$P$29)-10","v":{"$error":"#DIV/0!"}},{"$f":"(1000/$P$29)-10","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[null,"Runoff, Q, (in)",null,null,null,{"$f":"(F$37-(0.2*F$38))^2/(F$37+(0.8*F$38))","v":{"$error":"#DIV/0!"}},{"$f":"(G$37-(0.2*G$38))^2/(G$37+(0.8*G$38))","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$f":"(K$37-(0.2*K$38))^2/(K$37+(0.8*K$38))","v":{"$error":"#DIV/0!"}},{"$f":"(L$37-(0.2*L$38))^2/(L$37+(0.8*L$38))","v":{"$error":"#DIV/0!"}},{"$f":"(M$37-(0.2*M$38))^2/(M$37+(0.8*M$38))","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[null,"Runoff Volume, V, (ft3)",null,null,null,{"$f":"F39/12*$J$27*43560","v":{"$error":"#DIV/0!"}},{"$f":"G39/12*$J$27*43560","v":{"$error":"#DIV/0!"}},{"$f":"H39/12*$J$27*43560","v":{"$error":"#DIV/0!"}},{"$f":"I39/12*$J$27*43560","v":{"$error":"#DIV/0!"}},{"$f":"J39/12*$J$27*43560","v":{"$error":"#DIV/0!"}},{"$f":"K39/12*$O$27*43560","v":{"$error":"#DIV/0!"}},{"$f":"L39/12*$O$27*43560","v":{"$error":"#DIV/0!"}},{"$f":"M39/12*$O$27*43560","v":{"$error":"#DIV/0!"}},{"$f":"N39/12*$O$27*43560","v":{"$error":"#DIV/0!"}},{"$f":"O39/12*$O$27*43560","v":{"$error":"#DIV/0!"}}]
[]
[null,"Storm Adjustment Factor:",null,null,null,null,"(from CNMI Manual, 2006, Figure 2.6)"]
[]
[]
["III.","Control Volumes:"]
[]
[null,null,"Recharge Volume, Rev, (Acre-ft)",null,null,null,"==>","[(F)*(I)*(A)]/12",null,"==>",{"$f":"IF(F65=\"Hotspot\",\"N/A \",($I$50*$G60*$G59)/12)","v":0}]
[]
[null,null,"If project site is limestone dominated, then, F=1.5"]
[null,null,"If project site is volcanic dominated, then F varies by",null,null,null,null,"F="]
[null,null,"Hydrologic Soil Group (HSG) as in the table below:"]
[]
[null,null,"HSG","Vol. Factor (F), (in)"]
[null,null,"A",0.8]
[null,null,"B",0.5]
[null,null,"C",0.2]
[null,null,"D",0.1]
[]
[null,null,"Total Project  Area, A,  (acres) ="]
[null,null,"Project Site Impervious Area, I,  (dec. %) ="]
[]
[null,null,"Water Quality Volume, WQv, (Acre-ft)",null,null,null,"==>","[(P)*(I)*(A)]/12",null,"==>",{"$f":"($F66*$G69*$G68)/12","v":{"$error":"#DIV/0!"}}]
[null,null,"Water Quality Volume, WQv, (Cu-ft)",null,null,null,null,null,null,"==>",{"$f":"$K62*43560","v":{"$error":"#DIV/0!"}}]
[]
[null,null,"Water Quality Site Designation:",null,null,"Moderate",null,null,"WQv Check  ==>",null,{"$f":"IF($K62>$F71,\"OK!\",\"ERROR!\")","v":{"$error":"#DIV/0!"}},"Is Computed Volume Greater than Minimum Required Volume?"]
[null,null,null,"Precipitation, P, (in) =",null,{"$f":"_xlfn.IFS(F65=\"High\",1.5,F65=\"Hotspot\",1.5,F65=\"Moderate\",0.8,TRUE,0)","v":0.8}]
[]
[null,null,"Total Project Area, A,  (acres) =",null,null,null,{"$f":"$O$27","v":0}]
[null,null,"Project Site Impervious Area, I,  (dec. %) =",null,null,null,{"$f":"$O26/$O27","v":{"$error":"#DIV/0!"}}]
[]
[null,null,"Min. WQv Req. (acre-ft) =",null,null,{"$f":"0.0167*$G68","v":0}]
[]
[]
[null,null,"Stream Channel Prot. Vol., CPv (POST) (Ac-ft)",null,null,null,"==>","(Vs/Vr) * P(1yr) * (1/12) * A  ==>",null,null,{"$f":"IF($G$77=\"YES\",\" \",$G$84*K$39*(1/12)*$O27)","v":{"$error":"#DIV/0!"}},"Acre-ft"]
[null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$74=\" \",\" \",$K$74*43560)","v":{"$error":"#DIV/0!"}},"Cu-ft"]
[]
[null,null,"Is Impervious Area less than 1 Acre?",null,null,null,"NO",{"$f":"IF($G$77=\"YES\",\"CPv Not Required - CNMI Sec. 2.2.2.3\",\"CONTINUE\")","v":"CONTINUE"}]
[]
[null,null,"Initial Abstraction, Ia : [200/CN-2]",null,null,null,{"$f":"IF($G$77=\"YES\",\" \",(0.2*((1000/$P$29)-10)))","v":{"$error":"#DIV/0!"}}]
[null,null,"Ia / P1-yr =",null,null,null,{"$f":"IF($G$77=\"YES\", \" \",$G79/$K37)","v":{"$error":"#DIV/0!"}}]
[null,null,"Time of Concentration, tc (Post Dev)=",null,null,null,{"$f":"IF($G$77=\"YES\",\" \",TofC!$V$21)","v":0}]
[null,null,"log(qu)= C0+C1 log(Tc) + C2 [log(Tc)]2",null,null,null,{"$f":"IF($G$77=\"YES\",\" \",'TR55'!$J$22*640)","v":{"$error":"#NUM!"}},"= qu (csm/in)"]
[null,null,"Ratio of Outflow to Inflow (qo/qi) =",null,null,null,{"$f":"IF($G$77=\"YES\",\"\",0.11)","v":0.11},"Refer to Figure 9.9 in CNMI Manual Vol. 2"]
[null,null,"Vs/Vr= C0+C1(qo/qi)+C2(qo/qi)2+C3(qo/qi)3 =",null,null,null,{"$f":"IF($G$77=\"YES\",\" \",(Lookup!$N$30)+((Lookup!$O$30)*$G$83)+((Lookup!$P$30)*($G$83)^2)+((Lookup!$Q$30)*($G$83)^3))","v":0.48914437000000005},"Refer to Figure 9.10 in CNMI Manual Vol. 2"]
[null,null,"Average Release Rate over 24 hrs (cfs)",null,null,null,{"$f":"IF($G$77=\"YES\",\" \",$K$75/(24*3600))","v":{"$error":"#DIV/0!"}}]
[]
[null,null,"Overbank Flood Control Volume, Qp-25 (Post)",null,null,null,"==>","(Vs/Vr) * P(25yr) * (1/12) * A  ==>",null,null,{"$f":"$H$96*N$39*(1/12)*$O$27","v":{"$error":"#VALUE!"}},"Acre-ft"]
[null,null,null,null,null,null,null,null,null,null,{"$f":"$K$87*43560","v":{"$error":"#VALUE!"}},"Cu-ft"]
[null,null,null,null,null,null,"Pre","Post"]
[null,null,"Runoff, Qp-25, (in.)",null,"(P-0.2S)2/(P+0.8S)",null,{"$f":"('TR55'!$H$23)","v":"TR 55 "},{"$f":"('TR55'!$M$23)","v":" "}]
[null,null,"25 yr Peak Discharge (cfs)",null,null,null,{"$f":"('TR55'!$H$25)","v":" "},{"$f":"('TR55'!$M$25)","v":" "}]
[null,null,"Runoff Volume (Acre-ft)",null,null,null,{"$f":"($G$90*$O$27)/12","v":{"$error":"#VALUE!"}},{"$f":"($H$90*$O$27)/12","v":{"$error":"#VALUE!"}}]
[null,null,"Runoff Volume (Cu-ft)",null,null,null,{"$f":"$G$92*43560","v":{"$error":"#VALUE!"}},{"$f":"$H$92*43560","v":{"$error":"#VALUE!"}}]
[]
[null,null,"Ratio of Outflow to Inflow (qo/qi) =",null,null,null,null,{"$f":"$G91/$H91","v":{"$error":"#VALUE!"}}]
[null,null,"Vs/Vr= C0+C1(qo/qi)+C2(qo/qi)2+C3(qo/qi)3 =",null,null,null,null,{"$f":"IF($G$77=\"YES\",\" \",(Lookup!$N$30)+((Lookup!$O$30)*$H$95)+((Lookup!$P$30)*($H$95)^2)+((Lookup!$Q$30)*($H$95)^3))","v":{"$error":"#VALUE!"}}]

{"sheet":" Infiltration Basin","index":4,"n_rows":134,"n_cols":15,"rows_kept":134,"cut":false,"hidden":false,"merged":[[48,2,48,4],[101,7,101,11],[50,1,50,3],[37,1,37,4],[38,1,38,4],[78,1,78,3],[68,1,68,3],[76,3,76,4],[84,1,84,3],[75,3,75,4],[7,21,7,23],[9,21,9,23],[21,1,21,4],[9,28,9,30],[14,1,14,2],[14,5,14,7],[15,5,15,7],[20,1,20,4],[19,5,19,9],[19,10,19,14],[31,1,31,3],[59,1,59,6],[22,1,22,4],[23,1,23,4],[24,1,24,4],[25,1,25,4],[28,1,28,4],[32,5,32,9],[50,4,50,13],[43,7,43,9],[43,1,43,3],[45,2,45,4],[46,2,46,4],[47,2,47,4],[29,6,29,8],[29,11,29,13],[32,10,32,14],[39,1,39,4],[34,1,34,4],[35,1,35,4],[36,1,36,4],[133,2,133,3],[150,7,150,11],[108,1,108,6],[112,2,112,3],[116,1,116,3],[117,1,117,3],[127,1,127,3],[124,3,124,4]]}
[null," INFILTRATION BASIN DESIGN FROM CNMI MANUAL"]
[]
[null,"Project:"]
[null,"Designer:",null,null,null,null,null,null,null,"Checked:"]
[null,"Date:",null,null,null,null,null,null,null,"Date:"]
[]
[null,"Rainfall Data:"]
[null,"(adapted from Lander, 2004)"]
[]
[null,"Recurrence Int (yrs)",null,1,2,10,25,50]
[null,"Ave.Rain (in/24hrs)",null,3.5,7,10,20,27]
[]
[null,"Location Information:"]
[]
[null,"Geologic Region:",null,null,null,"Water Quality Region:",null,null,null,null,"(Refer to CNMI Manual- Vol1, Figure 2.1 for values)"]
[null,null,null,null,null,"Resource Designation:",null,null,{"$f":"IF(OR($I$15=\"M1\",$I$15=\"S1\"),\"High\",\"Moderate\")","v":"Moderate"}]
[]
[]
[null,"Runoff Curve Number:"]
[null,null,null,null,null,"Pre Development",null,null,null,null,"Post Development"]
[null,null,null,null,null,"CN Value Table 2-2","TR55    Fig 2-3","TR55    Fig 2-4","Area","CN x  Area","CN Value Table 2-2","TR55    Fig 2-3","TR55    Fig 2-4","Area","CN x  Area"]
[null,null,null,null,null,null,null,null,null,{"$f":"_xlfn.IFS($F22>0,$F22*$I22,$G22>0,$G22*$I22,$H22>0,$H22*$I22,TRUE,0)","v":0},null,null,null,null,{"$f":"_xlfn.IFS($K22>0,$K22*$N22,$L22>0,$L22*$N22,$M22>0,$M22*$N22,TRUE,0)","v":0}]
[null,null,null,null,null,null,null,null,null,{"$f":"_xlfn.IFS($F23>0,$F23*$I23,$G23>0,$G23*$I23,$H23>0,$H23*$I23,TRUE,0)","v":0},null,null,null,null,{"$f":"_xlfn.IFS($K23>0,$K23*$N23,$L23>0,$L23*$N23,$M23>0,$M23*$N23,TRUE,0)","v":0}]
[null,null,null,null,null,null,null,null,null,{"$f":"_xlfn.IFS($F24>0,$F24*$I24,$G24>0,$G24*$I24,$H24>0,$H24*$I24,TRUE,0)","v":0},null,null,null,null,{"$f":"_xlfn.IFS($K24>0,$K24*$N24,$L24>0,$L24*$N24,$M24>0,$M24*$N24,TRUE,0)","v":0}]
[null,null,null,null,null,null,null,null,null,{"$f":"_xlfn.IFS($F25>0,$F25*$I25,$G25>0,$G25*$I25,$H25>0,$H25*$I25,TRUE,0)","v":0},null,null,null,null,{"$f":"_xlfn.IFS($K25>0,$K25*$N25,$L25>0,$L25*$N25,$M25>0,$M25*$N25,TRUE,0)","v":0}]
[null,"Impervious",null,null,null,null,null,null,null,{"$f":"_xlfn.IFS($F26>0,$F26*$I26,$G26>0,$G26*$I26,$H26>0,$H26*$I26,TRUE,0)","v":0},null,null,null,null,{"$f":"_xlfn.IFS($K26>0,$K26*$N26,$L26>0,$L26*$N26,$M26>0,$M26*$N26,TRUE,0)","v":0}]
[null,null,null,null,"Total",null,null,null,{"$f":"SUM(I22:I26)","v":0},{"$f":"SUM(J22:J26)","v":0},null,null,null,{"$f":"SUM(N22:N26)","v":0},{"$f":"SUM(O22:O26)","v":0}]
[]
[null,"Weighted CN Value",null,null,null,{"$f":"IF(F30=\"\",(J27/I27),F30)","v":{"$error":"#DIV/0!"}},null,null,null,null,{"$f":"ROUNDUP(IF(K30=\"\",(O27/N27),K30),0)","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null," < If CN known, enter here",null,null,null,null," < If CN known, enter here"]
[]
[null,"Runoff Calculation:"]
[null,null,null,null,null,"Pre Development",null,null,null,null,"Post Development"]
[null,null,null,null,null,"Storm #1","Storm #2","Storm #3","Storm #4","Storm #5","Storm #1","Storm #2","Storm #3","Storm #4","Storm #5"]
[null,"Storm Frequency (yr)",null,null,null,1,2,10,25,50,1,2,10,25,50]
[null,"24hr Rainfall, P, (in)",null,null,null,3.5,7,10,20,27,3.5,7,10,20,27]
[null,"Location Adjusted Rainfall, P, (in)",null,null,null,{"$f":"F$36*$F$42","v":0},{"$f":"G$36*$F$42","v":0},0,0,0,0,0,0,0,0]
[null,"Storage Factor, S, (in)",null,null,null,{"$f":"1000/$F$29-10","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$f":"1000/$K$29-10","v":{"$error":"#DIV/0!"}},{"$f":"1000/$K$29-10","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[null,"Runoff, Q, (in)",null,null,null,{"$f":"(F37-0.2*F38)^2/(F37+0.8*F38)","v":{"$error":"#DIV/0!"}},{"$f":"(G37-0.2*G38)^2/(G37+0.8*G38)","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$f":"(L37-0.2*L38)^2/(L37+0.8*L38)","v":{"$error":"#DIV/0!"}},{"$f":"(M37-0.2*M38)^2/(M37+0.8*M38)","v":{"$error":"#DIV/0!"}},{"$f":"(N37-0.2*N38)^2/(N37+0.8*N38)","v":{"$error":"#DIV/0!"}},{"$f":"(O37-0.2*O38)^2/(O37+0.8*O38)","v":{"$error":"#DIV/0!"}}]
[null,"Runoff Volume, V, (ft3)",null,null,null,{"$f":"F39/12*$I$27*43560","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$f":"K39/12*$N$27*43560","v":{"$error":"#DIV/0!"}},{"$f":"L39/12*$N$27*43560","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[]
[null,"Storm Adjustment Factor:",null,null,null,null,"(from Figure 2.6)"]
[]
[null,"Runoff Volumes",null,null,null,null,null,"(from Runoff Volumes worksheet)"]
[]
[null,null,"Recharge Volume",null,null,"Rev =>",{"$f":"'Runoff Volumes'!$K$47","v":0}]
[null,null,"Water Quality Volume",null,null,"WQv =>",{"$f":"'Runoff Volumes'!$K$62","v":{"$error":"#DIV/0!"}}]
[null,null,"Stream Protection",null,null,"Cpv =>",{"$f":"'Runoff Volumes'!$K$74","v":{"$error":"#DIV/0!"}}]
[null,null,"Overbank Control",null,null,"Qp-25 =>",{"$f":"'Runoff Volumes'!$K$87","v":{"$error":"#VALUE!"}}]
[]
[null,"Analysis Question:",null,null,"Does the proposed project result in runoff that will impact any adjacent property, or result in flooding of the developed property if the infiltration basin is filled beyond its design capacity?",null,null,null,null,null,null,null,null,null,"No"]
[]
[null,"If the answer to the above question is YES, then you must use Analysis #1, the Infiltration Basin using the Total Storm Volume."]
[null,"If the answer to the above question is NO, and you have verified that that post-construction conditions will NOT result"]
[null,"in runoff discharging to or through another property before reaching a public stormwater system or waterway,"]
[null,"AND the proposed development will not flood when the infiltration basin is filled, you may use Analysis #2, the"]
[null,"Infiltration Basin using the Net Storm Volume."]
[]
[]
[null,"1. Infiltration Basin using Total Storm Volume"]
[]
[null,"Infiltration Basin Analysis:"]
[]
[null,null,"Infiltration Rate (fc):",null,null,"in/min",null,"Initial Estimate of L & W of Basin"]
[null,null,null,null,{"$f":"$E$64*60","v":0},"In/hr",null,null,"L (ft) ="]
[null,null,null,null,{"$f":"$E$65/12","v":0},"ft/hr",null,null,"W (ft)="]
[]
[null,"Equations from 2006 manual:"]
[null,"Trapezoidal infiltration basin: ",null,null,"Ab = (2Vw – Atdb)/(db – P/6 + fcT/6)",null,null,null,"(2006 CNMI Manual, Vol. 1, Sec. 3.2.4.3d)"]
[null,null,null,null,"z =",null,"side slope (H:V) (z:1)"]
[null,null,null,null,"Vw =",{"$f":"N40","v":{"$error":"#DIV/0!"}},"cf (design volume - Qp-25)"]
[null,null,null,null,"At =",null,"sf (area at top of the basin - trial and error)"]
[null,null,null,null,"db =",null,"ft (depth of basin - trial and error)"]
[null,null,null,null,"P = ",{"$f":"N37","v":0},"in (design rainfall depth)"]
[null,null,null,null,"T = ",24,"hr (time to fill basin - 24 hours per GEPA guidance)"]
[null,null,null,"Ab2 (basin bottom)",null,{"$f":"($J$65 - 2*$F$70*F73) * ($J$66 - 2*$F$70*$F$73)","v":0},"sq. ft. [(L-2*z*db) * (W-2*z*db)]"]
[null,null,null,"Ab1 (computed) = ",null,{"$f":"IF($F$73=\"\",\"\",(2*F71-F72*F73)/(F73-F74/6+E65*F75/6))","v":""},"(surface area at bottom in square feet)"]
[null,null,null,null,"Diff=",{"$f":"$F76+$F77","v":{"$error":"#VALUE!"}}]
[null,"Infiltration trench: ",null,null,"Ap = Vw / (ndt + fcT/12)",null,null,null,"(2006 CNMI Manual, Vol. 1, Sec. 3.2.4.3d)"]
[null,null,null,null,"Vw =",{"$f":"N40","v":{"$error":"#DIV/0!"}},"cf"]
[null,null,null,null,"n =",null,"(porosity of limestone aggregate fill - use 0.4 per manual)"]
[null,null,null,null,"dt =",null,"ft (trench depth - trial and error)"]
[null,null,null,null,"T = ",24,"hr (time to fill trench in hours - 24 hours per GEPA guidance)"]
[]
[null,"Ap (computed) =",null,null,null,{"$f":"IF($F$81=\"\",\"\",F80/(F81*F82+E65*F83/12))","v":""},"sq. ft. (surface area at bottom of the trench in square feet)"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,"2. Infiltration Basin using Net Storm Volume"]
[]
[null,"Infiltration Basin Analysis"]
[]
[null,null,"Infiltration Rate (fc)",null,null,"in/min",null,"Initial Estimate of L & W of Basin"]
[null,null,null,null,{"$f":"E113*60","v":0},"in/hr",null,null,"L (ft) ="]
[null,null,null,null,{"$f":"E114/12","v":0},"ft/hr",null,null,"W (ft)="]
[]
[null,"Equations from 2006 manual:"]
[null,"Trapezoidal infiltration basin: ",null,null,"Ab1 = (2Vw – At*db)/(db – P/6 + fcT/6)",null,null,null,"(2006 CNMI Manual, Vol. 1, Sec. 3.2.4.3d)"]
[null,null,null,null,"z =",null,"side slope (H:V) (z:1)"]
[null,null,null,null,"Vw =",{"$f":"$N$40-$I$40","v":{"$error":"#DIV/0!"}},"cu. ft. (design volume - Qp-25, Post Dev. - Pre Dev.))"]
[null,null,null,null,"At =",null,"sq. ft. (area at top of the basin - trial and error)"]
[null,null,null,null,"db =",null,"ft (depth of basin - trial and error)"]
[null,null,null,null,"P = ",{"$f":"N37","v":0},"in (design rainfall depth)"]
[null,null,null,null,"T = ",null,"hr (time to fill basin - 24 hours per GEPA guidance)"]
[null,null,null,"Ab2 (basin bottom)",null,{"$f":"($J$114 - 2*$F$119*F122) * ($J$115 - 2*$F$119*F122)","v":0},"sq. ft. [(L-2*z*db) * (W-2*z*db)]"]
[null,null,null,"Ab1 (computed) = ",null,{"$f":"((2*F120)-F121*F122)/(F122-(F123/6)+(E114*F124/6))","v":{"$error":"#DIV/0!"}},"sq. ft. (surface area at bottom)"]
[null,null,null,null,"Diff=",{"$f":"$F$125+$F$126","v":{"$error":"#DIV/0!"}}]
[null,"Infiltration trench: ",null,null,"Ap = Vw / (ndt + fcT/12)",null,null,null,"(2006 CNMI Manual, Vol. 1, Sec. 3.2.4.3d)"]
[null,null,null,null,"Vw =",{"$f":"$N40-$I40","v":{"$error":"#DIV/0!"}},"cu. ft."]
[null,null,null,null,"n =",null,"(porosity of limestone aggregate fill - use 0.4 per manual)"]
[null,null,null,null,"dt =",null,"ft (trench depth - trial and error)"]
[null,null,null,null,"T = ",null,"hr (time to fill trench in hours - 24 hours per GEPA guidance)"]
[]
[null,null,"Ap (computed) =",null,null,{"$f":"F129/(F130*F131+E114*F132/12)","v":{"$error":"#DIV/0!"}},"sq. ft. (surface area at bottom of the trench)"]

{"sheet":" Simplified Infil Basin ","index":5,"n_rows":151,"n_cols":15,"rows_kept":151,"cut":false,"hidden":false,"merged":[[150,7,150,11],[76,3,76,4],[78,1,78,3],[84,1,84,3],[101,7,101,11],[108,1,108,6],[112,2,112,3],[116,1,116,3],[118,1,118,3],[127,1,127,3],[133,2,133,3],[135,1,135,4],[32,10,32,14],[34,1,34,4],[35,1,35,4],[36,1,36,4],[69,1,69,3],[38,1,38,4],[39,1,39,4],[43,1,43,3],[43,7,43,9],[45,2,45,4],[46,2,46,4],[47,2,47,4],[48,2,48,4],[50,1,50,3],[50,4,50,13],[59,1,59,6],[37,1,37,4],[24,1,24,4],[25,1,25,4],[28,1,28,4],[29,6,29,8],[32,5,32,9],[29,11,29,13],[31,1,31,3],[19,5,19,9],[19,10,19,14],[20,1,20,4],[21,1,21,4],[22,1,22,4],[23,1,23,4],[15,5,15,7],[7,21,7,23],[9,21,9,23],[9,28,9,30],[14,1,14,2],[14,5,14,7]]}
[null,"SIMPLIFIED INFILTRATION BASIN DESIGN FROM GEPA"]
[]
[null,"Project:"]
[null,"Designer:",null,null,null,null,null,null,null,"Checked:"]
[null,"Date:",null,null,null,null,null,null,null,"Date:"]
[]
[null,"Rainfall Data:"]
[null,"(adapted from Lander, 2004)"]
[]
[null,"Recurrence Int (yrs)",null,1,2,10,25,50]
[null,"Ave.Rain (in/24hrs)",null,3.5,7,10,20,27]
[]
[null,"Location Information:"]
[]
[null,"Geologic Region:",null,"Volcanic",null,"Water Quality Region:",null,null,"S2",null,"(Refer to CNMI Manual- Vol1, Figure 2.1 for values)"]
[null,null,null,null,null,"Resource Designation:",null,null,{"$f":"IF(OR($I$15=\"M1\",$I$15=\"S1\"),\"High\",\"Moderate\")","v":"Moderate"}]
[]
[]
[null,"Runoff Curve Number:"]
[null,null,null,null,null,"Pre Development",null,null,null,null,"Post Development"]
[null,"Cover Description",null,null,null,"CN Value Table 2-2","TR55    Fig 2-3","TR55    Fig 2-4","Area","CN x  Area","CN Value Table 2-2","TR55    Fig 2-3","TR55    Fig 2-4","Area","CN x  Area"]
[null,null,null,null,null,null,null,null,null,{"$f":"_xlfn.IFS($F22>0,$F22*$I22,$G22>0,$G22*$I22,$H22>0,$H22*$I22,TRUE,0)","v":0},null,null,null,null,{"$f":"_xlfn.IFS($K22>0,$K22*$N22,$L22>0,$L22*$N22,$M22>0,$M22*$N22,TRUE,0)","v":0}]
[null,null,null,null,null,null,null,null,null,{"$f":"_xlfn.IFS($F23>0,$F23*$I23,$G23>0,$G23*$I23,$H23>0,$H23*$I23,TRUE,0)","v":0},null,null,null,null,{"$f":"_xlfn.IFS($K23>0,$K23*$N23,$L23>0,$L23*$N23,$M23>0,$M23*$N23,TRUE,0)","v":0}]
[null,null,null,null,null,null,null,null,null,{"$f":"_xlfn.IFS($F24>0,$F24*$I24,$G24>0,$G24*$I24,$H24>0,$H24*$I24,TRUE,0)","v":0},null,null,null,null,{"$f":"_xlfn.IFS($K24>0,$K24*$N24,$L24>0,$L24*$N24,$M24>0,$M24*$N24,TRUE,0)","v":0}]
[null,null,null,null,null,null,null,null,null,{"$f":"_xlfn.IFS($F25>0,$F25*$I25,$G25>0,$G25*$I25,$H25>0,$H25*$I25,TRUE,0)","v":0},null,null,null,null,{"$f":"_xlfn.IFS($K25>0,$K25*$N25,$L25>0,$L25*$N25,$M25>0,$M25*$N25,TRUE,0)","v":0}]
[null,"Impervious",null,null,null,null,null,null,null,{"$f":"_xlfn.IFS($F26>0,$F26*$I26,$G26>0,$G26*$I26,$H26>0,$H26*$I26,TRUE,0)","v":0},null,null,null,null,{"$f":"_xlfn.IFS($K26>0,$K26*$N26,$L26>0,$L26*$N26,$M26>0,$M26*$N26,TRUE,0)","v":0}]
[null,null,null,null,"Total",null,null,null,{"$f":"SUM(I22:I26)","v":0},{"$f":"SUM(J22:J26)","v":0},null,null,null,{"$f":"SUM(N22:N26)","v":0},{"$f":"SUM(O22:O26)","v":0}]
[]
[null,"Weighted CN Value",null,null,null,{"$f":"IF(F30=\"\",(J27/I27),F30)","v":{"$error":"#DIV/0!"}},null,null,null,null,{"$f":"ROUNDUP(IF(K30=\"\",(O27/N27),K30),0)","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null," < If CN known, enter here",null,null,null,null," < If CN known, enter here"]
[]
[null,"Runoff Calculation:"]
[null,null,null,null,null,"Pre Development",null,null,null,null,"Post Development"]
[null,null,null,null,null,"Storm #1","Storm #2","Storm #3","Storm #4","Storm #5","Storm #1","Storm #2","Storm #3","Storm #4","Storm #5"]
[null,"Storm Frequency (yr)",null,null,null,1,2,10,25,50,1,2,10,25,50]
[null,"24hr Rainfall, P, (in)",null,null,null,3.5,7,10,20,27,3.5,7,10,20,27]
[null,"Location Adjusted Rainfall, P, (in)",null,null,null,{"$f":"F$36*$F$42","v":0},{"$f":"G$36*$F$42","v":0},0,0,0,0,0,0,0,0]
[null,"Storage Factor, S, (in)",null,null,null,{"$f":"1000/$F$29-10","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$f":"1000/$K$29-10","v":{"$error":"#DIV/0!"}},{"$f":"1000/$K$29-10","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[null,"Runoff, Q, (in)",null,null,null,{"$f":"(F37-0.2*F38)^2/(F37+0.8*F38)","v":{"$error":"#DIV/0!"}},{"$f":"(G37-0.2*G38)^2/(G37+0.8*G38)","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[null,"Runoff Volume, V, (ft3)",null,null,null,{"$f":"F39/12*$I$27*43560","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$f":"K39/12*$N$27*43560","v":{"$error":"#DIV/0!"}},{"$f":"L39/12*$N$27*43560","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[]
[null,"Storm Adjustment Factor:",null,null,null,null,"(from Figure 2.6)"]
[]
[null,"Runoff Volumes",null,null,null,null,null,"(from Runoff Volumes worksheet)"]
[]
[null,null,"Recharge Volume",null,null,"Rev =>",{"$f":"'Runoff Volumes'!$K$47","v":0}]
[null,null,"Water Quality Volume",null,null,"WQv =>",{"$f":"'Runoff Volumes'!$K$62","v":{"$error":"#DIV/0!"}}]
[null,null,"Stream Protection",null,null,"Cpv =>",{"$f":"'Runoff Volumes'!$K$74","v":{"$error":"#DIV/0!"}}]
[null,null,"Overbank Control",null,null,"Qp-25 =>",{"$f":"'Runoff Volumes'!$K$87","v":{"$error":"#VALUE!"}}]
[]
[null,"Analysis Question:",null,null,"Does the proposed project result in runoff that will impact any adjacent property, or result in flooding of the developed property if the infiltration basin is filled beyond its design capacity?",null,null,null,null,null,null,null,null,null,"No"]
[]
[null,"If the answer to the above question is YES, then you must use Analysis #1, the Infiltration Basin using the Total Storm Volume."]
[null,"If the answer to the above question is NO, and you have verified that that post-construction conditions will NOT result"]
[null,"in runoff discharging to or through another property before reaching a public stormwater system or waterway,"]
[null,"AND the proposed development will not flood when the infiltration basin is filled, you may use Analysis #2, the"]
[null,"Infiltration Basin using the Net Storm Volume."]
[]
[]
[null,"1. Infiltration Basin using Total Storm Volume"]
[]
[null,"Infiltration Basin Analysis:"]
[]
[null,null,"Infiltration Rate (fc):",null,null,"in/min"]
[null,null,null,null,{"$f":"$E$64*60","v":0},"In/hr"]
[null,null,null,null,{"$f":"$E$65/12","v":0},"ft/hr"]
[]
[null,"Equations from 2006 manual:"]
[]
[null,"Trapezoidal infiltration basin: ",null,null,"Ab = (2Vw – Atdb)/(db – P/6 + fcT/6)",null,null,null,"(2006 CNMI Manual, Vol. 1, Sec. 3.2.4.3d)"]
[null,null,null,null,"Vw =",{"$f":"N40","v":{"$error":"#DIV/0!"}},"cf (design volume - Qp-25)"]
[null,null,null,null,"At =",null,"sf (area at top of the basin - trial and error)"]
[null,null,null,null,"db =",null,"ft (depth of basin - trial and error)"]
[null,null,null,null,"P = ",{"$f":"N37","v":0},"in (design rainfall depth)"]
[null,null,null,null,"T = ",24,"hr (time to fill basin - 24 hours per GEPA guidance)"]
[]
[null,null,null,"Ab (computed) = ",null,{"$f":"(2*F71-F72*F73)/(F73-F74/6+E65*F75/6)","v":{"$error":"#DIV/0!"}},"(surface area at bottom in square feet)"]
[]
[null,"Infiltration trench: ",null,null,"Ap = Vw / (ndt + fcT/12)",null,null,null,"(2006 CNMI Manual, Vol. 1, Sec. 3.2.4.3d)"]
[null,null,null,null,"Vw =",{"$f":"N40","v":{"$error":"#DIV/0!"}},"cf"]
[null,null,null,null,"n =",null,"(porosity of limestone aggregate fill - use 0.4 per manual)"]
[null,null,null,null,"dt =",null,"ft (trench depth - trial and error)"]
[null,null,null,null,"T = ",24,"hr (time to fill trench in hours - 24 hours per GEPA guidance)"]
[]
[null,"Ap (computed) =",null,null,null,{"$f":"F80/(F81*F82+E65*F83/12)","v":{"$error":"#DIV/0!"}},"sq. ft. (surface area at bottom of the trench in square feet)"]
[]
[null,"Manual trial-and-error sizing: open basins"]
[null,null,"Side slope ",null,null,null,":1","Trial-and-error: enter proposed basin dimensions, "]
[null,null,"Top W",null,null,null,"ft","and adjust until \"Size error\" close to zero and positive"]
[null,null,"Top L",null,null,null,"ft"]
[null,null,"Depth",null,null,null,"ft"]
[null,null,"Bottom W",null,null,{"$f":"F89-2*F88*F91","v":0},"ft","<-- CAUTION: bottom dimensions cannot be negative!"]
[null,null,"Bottom L",null,null,{"$f":"F90-2*F88*F91","v":0},"ft","Adjust W, L, or depth to ensure only positive dimensions."]
[null,null,"Basin Volume",null,null,{"$f":"F97*F91","v":0},"cu. ft."]
[null,null,"Top basin area",null,null,{"$f":"F89*F90","v":0},"sq. ft."]
[null,null,"Bottom basin area",null,null,{"$f":"F92*F93","v":0},"sq. ft."]
[null,null,"Average Basin area Aav",null,null,{"$f":"((F89*F90)+(F92*F93))/2","v":0},"sq. ft."]
[null,null,"Infiltration rate (AbX fc/12)",null,null,{"$f":"E65*F97/12","v":0},"cu. ft./hr"]
[null,null,"Infiltration time (Time to fill)",null,null,24,"hr"]
[null,null,"Volume infiltrated (Infil. Rate x infil. Time)",null,null,{"$f":"F98*F99","v":0},"cft "]
[null,null,"Size error (Vinfil - Vw)",null,null,{"$f":"(F100+F94)-N40","v":{"$error":"#DIV/0!"}},"cft ","(make this positive and as close to zero as possible)"]
[null,null,"Check",null,null,{"$f":"IF((F94+F100)>N40,\"OK!\",\"ERROR\")","v":{"$error":"#DIV/0!"}},null,"(Is the Basin Vol. + Infiltrated Vol. >= Total Runoff Vol.)"]
[]
[]
[]
[]
[]
[]
[null,"2. Infiltration Basin using Net Storm Volume"]
[]
[null,"Infiltration Basin Analysis"]
[]
[null,null,"Infiltration Rate (fc)",null,null,"in/min",null,"<-- Enter percolation rate here in in/min"]
[null,null,null,null,{"$f":"E113*60","v":0},"in/hr"]
[null,null,null,null,{"$f":"E114/12","v":0},"ft/hr"]
[]
[null,"Equations from 2006 manual:"]
[]
[null,"Trapezoidal infiltration basin: ",null,null,"Ab = (2Vw – At*db)/(db – P/6 + fcT/6)",null,null,null,"(2006 CNMI Manual, Vol. 1, Sec. 3.2.4.3d)"]
[null,null,null,null,"Vw =",{"$f":"$N$40-$I$40","v":{"$error":"#DIV/0!"}},"cu. ft. (design volume - Qp-25, Post Dev. - Pre Dev.))"]
[null,null,null,null,"At =",null,"sq. ft. (area at top of the basin - trial and error)"]
[null,null,null,null,"db =",null,"ft (depth of basin - trial and error)"]
[null,null,null,null,"P = ",{"$f":"$N$37","v":0},"in (design rainfall depth)"]
[null,null,null,null,"T = ",null,"hr (time to fill basin - 24 hours per GEPA guidance)"]
[]
[null,null,null,"Ab (computed) = ",null,{"$f":"(2*F120-F121*F122)/(F122-F123/6+E114*F124/6)","v":{"$error":"#DIV/0!"}},"sq. ft. (surface area at bottom)"]
[]
[null,"Infiltration trench: ",null,null,"Ap = Vw / (ndt + fcT/12)",null,null,null,"(2006 CNMI Manual, Vol. 1, Sec. 3.2.4.3d)"]
[null,null,null,null,"Vw =",{"$f":"$N40-$I40","v":{"$error":"#DIV/0!"}},"cu. ft."]
[null,null,null,null,"n =",null,"(porosity of limestone aggregate fill - use 0.4 per manual)"]
[null,null,null,null,"dt =",null,"ft (trench depth - trial and error)"]
[null,null,null,null,"T = ",null,"hr (time to fill trench in hours - 24 hours per GEPA guidance)"]
[]
[null,null,"Ap (computed) =",null,null,{"$f":"F129/(F130*F131+E114*F132/12)","v":{"$error":"#DIV/0!"}},"sq. ft. (surface area at bottom of the trench)"]
[]
[null,"Manual trial-and-error sizing: open basins"]
[null,null,"Side slope ",null,null,null,":1","Trial-and-error: enter proposed basin dimensions, "]
[null,null,"Top W",null,null,null,"ft","and adjust until \"Size error\" close to zero and positive"]
[null,null,"Top L",null,null,null,"ft"]
[null,null,"Depth",null,null,null,"ft"]
[null,null,"Bottom W",null,null,{"$f":"F138-2*F137*F140","v":0},"ft","<-- CAUTION: bottom dimensions cannot be negative!"]
[null,null,"Bottom L",null,null,{"$f":"F139-2*F137*F140","v":0},"ft","Adjust W, L, or depth to ensure only positive dimensions."]
[null,null,"Basin Volume",null,null,{"$f":"F146*F140","v":0},"cu. ft."]
[null,null,"Top basin area",null,null,{"$f":"F138*F139","v":0},"sq. ft."]
[null,null,"Bottom basin area",null,null,{"$f":"F141*F142","v":0},"sq. ft."]
[null,null,"Average Basin area Aav",null,null,{"$f":"((F138*F139)+(F141*F142))/2","v":0},"sq. ft."]
[null,null,"Infiltration rate (AbX fc/12)",null,null,{"$f":"E114*F146/12","v":0},"cu. ft./hr"]
[null,null,"Infiltration time (Time to fill)",null,null,24,"hr"]
[null,null,"Volume infiltrated (Infil. Rate x infil. Time)",null,null,{"$f":"F147*F148","v":0},"cft "]
[null,null,"Size error (Vinfil - Vw)",null,null,{"$f":"(F149+F143)-F120","v":{"$error":"#DIV/0!"}},"cft ","(make this positive and as close to zero as possible)"]
[null,null,"Check",null,null,{"$f":"IF((F143+F149)>F120,\"OK!\",\"ERROR\")","v":{"$error":"#DIV/0!"}},null,"(Is the Basin Vol. + Infiltrated Vol. >= Design Vol.)"]

{"sheet":"Detention Basins","index":6,"n_rows":174,"n_cols":20,"rows_kept":174,"cut":false,"hidden":false,"merged":[[173,1,173,3],[165,1,165,3],[146,1,146,4],[168,1,168,3],[170,1,170,3],[171,1,171,3],[172,1,172,3],[154,1,154,4],[156,1,156,4],[157,1,157,4],[169,1,169,3],[130,12,132,12],[130,1,132,1],[130,2,132,2],[131,3,131,4],[132,5,132,6],[132,7,132,8],[132,3,132,4],[131,5,131,9],[130,10,130,11],[131,10,131,11],[97,1,97,3],[167,1,167,3],[99,6,99,8],[92,6,92,8],[94,1,94,3],[166,1,166,3],[144,1,144,4],[161,1,161,3],[162,1,162,3],[163,1,163,3],[164,1,164,3],[100,6,100,8],[130,3,130,9],[103,1,103,3],[105,1,105,3],[103,6,103,8],[104,1,104,3],[97,6,97,8],[108,1,108,4],[111,1,111,3],[112,1,112,3],[113,1,113,3],[114,1,114,3],[111,6,111,8],[113,6,113,8],[114,6,114,8],[121,6,121,8],[117,1,117,3],[115,1,115,3],[116,1,116,3],[121,2,121,4],[122,2,122,3],[116,6,116,8],[146,6,146,8],[2,2,2,5],[3,2,3,5],[11,1,11,3],[12,1,12,3],[13,1,13,3],[6,2,6,3],[85,1,85,2],[93,6,93,8],[94,6,94,8],[88,0,88,2],[90,1,90,4],[91,1,91,3],[92,1,92,3],[93,1,93,3],[90,6,90,9],[91,6,91,8],[117,6,117,8],[122,6,122,8],[124,3,124,4],[110,1,110,4],[112,6,112,8],[110,6,110,9],[115,6,115,8],[148,6,148,8],[160,1,160,4],[99,1,99,3],[151,1,151,2],[151,3,151,4],[152,1,152,4],[153,1,153,4],[98,1,98,3],[3,9,3,12],[4,2,4,3],[4,9,4,10],[8,0,8,3],[10,1,10,3],[80,0,80,2],[36,0,36,2],[17,1,17,3],[26,1,26,4],[27,1,27,4],[28,1,28,4],[98,6,98,8],[95,6,95,8],[96,6,96,8],[95,1,95,3],[96,1,96,3]]}
["This tab sizes Detention Ponds according to the 2006 CNMI Manual"]
[]
["Project:"]
["Designer:"]
["Date:"]
[]
[null,"Units:","English"]
[]
["1.  General Storage Volume Requirements",null,null,null,null,"(from \"Runoff Volumes\" worksheet)"]
[]
[null,"Recharge Volume (Acre-ft)",null,null,"Rev =>",{"$f":"'Runoff Volumes'!$K$47","v":0}]
[null,"Water Quality Volume (Acre-ft)",null,null,"WQv =>",{"$f":"'Runoff Volumes'!$K$62","v":{"$error":"#DIV/0!"}}]
[null,"Stream Protection (Acre-ft)",null,null,"Cpv =>",{"$f":"'Runoff Volumes'!$K$74","v":{"$error":"#DIV/0!"}}]
[null,"Overbank Control (Acre-ft)",null,null,"Qp-25 =>",{"$f":"'Runoff Volumes'!$K$87","v":{"$error":"#VALUE!"}}]
[]
["2. Project Area Details"]
[]
[null,"Drainage Area, A, (Acres)",null,null," =>"]
[null,"Detention Pond Classification",null,null,"=>","P-2"]
[]
[]
["3. Detention Basin Sizing"]
[]
[null,"Pretreatment Volume= (0.1)*(WQv) =",null,null,null,{"$f":"0.1*$F$12","v":{"$error":"#DIV/0!"}}]
[null,"Permanent Pool Volume=(WQv)-(Rev) =",null,null,null,{"$f":"$F$12-$F$11","v":{"$error":"#DIV/0!"}}]
[]
[null,"Detention Basin Floor Elevation ==>"]
[null,"Elevation Increment ==>"]
[null,"Detention Basin Top Elevation ==>"]
[]
[]
[]
[]
[]
[]
[]
["4. Storage - Elevation Table"]
[]
[null,"Elevation","Area","Ave. Area","Depth","Cum. Vol.","Cum. Vol.","Vol. above","Elevation"]
[null,"(ft)","(Sq.-ft.)","(Sq.-ft.)","(ft)","(Cu-ft)","(Ac-ft)","Perm. Pool","(ft)"]
[null,null,null,null,null,null,null,"(Ac-ft)"]
[null,{"$f":"$F$27","v":0},null,null,null,null,0,{"$f":"IF($G42<$F$25,\" \",$G42-$F$25)","v":{"$error":"#DIV/0!"}},{"$f":"$B42","v":0}]
[null,{"$f":"$B42+$F$28","v":0},null,{"$f":"($C43+$C42)/2","v":0},{"$f":"$B43-$B42","v":0},{"$f":"$D43*$E43","v":0},{"$f":"$F43/43560","v":0},{"$error":"#DIV/0!"},{"$f":"$B43","v":0}]
[null,{"$f":"$B43+$F$28","v":0},null,0,{"$f":"$B44-$B43","v":0},{"$f":"$F43+($D44*$E44)","v":0},0,{"$error":"#DIV/0!"},0]
[null,0,null,0,0,0,0,{"$error":"#DIV/0!"},0]
[null,0,null,0,0,0,0,{"$error":"#DIV/0!"},0]
[null,0,null,0,0,0,0,{"$error":"#DIV/0!"},0]
[null,0,null,0,0,0,0,{"$error":"#DIV/0!"},0]
[null,0,null,0,0,0,0,{"$error":"#DIV/0!"},0]
[null,0,null,0,0,0,0,{"$error":"#DIV/0!"},0]
[null,0,null,0,0,0,0,{"$error":"#DIV/0!"},0]
[null,0,null,0,0,0,0,{"$error":"#DIV/0!"},0]
[null,0,null,0,0,0,0,{"$error":"#DIV/0!"},0]
[null,0,null,0,0,0,0,{"$error":"#DIV/0!"},0]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
["5. Set Drain Rate for Basin"]
[]
[null,"Define Average Extended Detention Release Rate over 24 hours"]
[]
[null,null,"Cpv =>",{"$f":"'Runoff Volumes'!$K$74","v":{"$error":"#DIV/0!"}}]
[null,"Ave. Release Rate (cfs) =>",null,{"$f":"($D$85*43560)/(24*3600)","v":{"$error":"#DIV/0!"}}]
[]
[]
["6. Define Basin Outlet Works"]
[]
[null,"Cpv Outlet Design Parameters",null,null,null,null,"25 Yr Release Design Parameters"]
[null,{"$f":"_xlfn.CONCAT(\"Required Cpv \",IF($C$7=\"ENGLISH\",\"(Ac-ft)\",\"(Cu-m)\"))","v":"Required Cpv (Ac-ft)"},null,null,{"$f":"IF($C$7=\"English\",'Runoff Volumes'!K74,'Runoff Volumes'!G84*0.28317)","v":{"$error":"#DIV/0!"}},null,{"$f":"_xlfn.CONCAT(\"Orifice Invert Elevation \",IF($C$7=\"ENGLISH\",\"(ft)\",\"(m)\"))","v":"Orifice Invert Elevation (ft)"}]
[null,{"$f":"_xlfn.CONCAT(\"Average 24hr Release \",IF($C$7=\"ENGLISH\",\"(cfs)\",\"(cms)\"))","v":"Average 24hr Release (cfs)"},null,null,{"$f":"IF($C$7=\"English\",'Runoff Volumes'!G85,'Runoff Volumes'!G85*0.28317)","v":{"$error":"#DIV/0!"}},null,{"$f":"_xlfn.CONCAT(\"25 Yr Storage Elev. \",IF($C$7=\"ENGLISH\",\"(ft)\",\"(m)\"))","v":"25 Yr Storage Elev. (ft)"}]
[null,{"$f":"_xlfn.CONCAT(\"Cpv Storage Elev. \",IF($C$7=\"ENGLISH\",\"(ft)\",\"(m)\"))","v":"Cpv Storage Elev. (ft)"},null,null,null,null,{"$f":"_xlfn.CONCAT(\"Maximum Head \",IF($C$7=\"ENGLISH\",\"(ft)\",\"(m)\"))","v":"Maximum Head (ft)"},null,null,{"$f":"$J93-$J92","v":0},null,null,null,null,null,null,null,null,null,{"$f":"TAN(RADIANS($E$168/2))","v":0}]
[null,{"$f":"_xlfn.CONCAT(\"Orifice Inlet Elev. \",IF($C$7=\"ENGLISH\",\"(ft)\",\"(m)\"))","v":"Orifice Inlet Elev. (ft)"},null,null,null,null,{"$f":"_xlfn.CONCAT(\"Orifice Center Elevation \",IF($C$7=\"ENGLISH\",\"(ft)\",\"(m)\"))","v":"Orifice Center Elevation (ft)"},null,null,{"$f":"$J92+($J93-$J92)/2","v":0},"USE:"]
[null,{"$f":"_xlfn.CONCAT(\"Available Head \",IF($C$7=\"ENGLISH\",\"(ft)\",\"(m)\"))","v":"Available Head (ft)"},null,null,{"$f":"($E$94-$E$95)/2","v":0},null,{"$f":"_xlfn.CONCAT(\"Compute Total Slot Length \",IF($C$7=\"ENGLISH\",\"(ft)\",\"(m)\"))","v":"Compute Total Slot Length (ft)"},null,null,{"$f":"($J104-$D86)/((3.1)*($J94)^1.5)","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,null,null,{"$f":"TAN(RADIANS(53.2))","v":1.3367275895857709}]
[null,"Discharge Coefficient, C",null,null,null,null,{"$f":"_xlfn.CONCAT(\"Compute Max Weir Flow \",IF($C$7=\"ENGLISH\",\"(cfs)\",\"(cms)\"))","v":"Compute Max Weir Flow (cfs)"},null,null,{"$f":"(($J$99)*($K$96)*($J$94)^1.5)","v":0}]
[null,{"$f":"_xlfn.CONCAT(\"Req. Orifice Area \",IF($C$7=\"ENGLISH\",\"(ft^2)\",\"(m^2)\"))","v":"Req. Orifice Area (ft^2)"},null,null,{"$f":"$E$93/(($E$97)*((2*32.2)*($E$96))^0.5)","v":{"$error":"#DIV/0!"}},null,{"$f":"_xlfn.CONCAT(\"Check Orifice Equ. \",IF($C$7=\"ENGLISH\",\"(cfs)\",\"(cms)\"))","v":"Check Orifice Equ. (cfs)"},null,null,{"$f":"$J101*($K96*$J94)*((64.4*($J$94)/2)^0.5)","v":0}]
[null,{"$f":"_xlfn.CONCAT(\"Req. Orifice Diameter \",IF($C$7=\"ENGLISH\",\"(ft)\",\"(m)\"))","v":"Req. Orifice Diameter (ft)"},null,null,{"$f":"((4*$E$98/3.14)^0.5)","v":{"$error":"#DIV/0!"}},null,"Weir Coefficient"]
[null,{"$f":"_xlfn.CONCAT(\"Req. Orifice Diameter \",IF($C$7=\"ENGLISH\",\"(in)\",\"(mm)\"))","v":"Req. Orifice Diameter (in)"},null,null,{"$f":"$E99*12","v":{"$error":"#DIV/0!"}},null,"Orifice Type",null,null,"Square-edged"]
[null,null,null,null,null,null,"Discharge Coefficient",null,null,0.6]
[]
[]
[null,{"$f":"_xlfn.CONCAT(\"Analysis Step Interval \",IF($C$7=\"ENGLISH\",\"(ft)\",\"(m)\"))","v":"Analysis Step Interval (ft)"},null,null,null,null,{"$f":"_xlfn.CONCAT(\"Allowable Release Rate \",IF($C$7=\"ENGLISH\",\"(cfs)\",\"(cms)\"))","v":"Allowable Release Rate (cfs)"}]
[null,"Detention Basin Bottom Elev."]
[null,"Detention Basin Top Elev."]
[null,null,null,null,null,null,null,null,null,"`"]
[]
[null,"Outlet Barrel Capacity"]
[]
[null,"Pipe Data",null,null,null,null,"Pipe Hydraulic Characteristics"]
[null,"Barrel Material Type",null,null,null,null,"Barrel Manning's n Value"]
[null,"Barrel Diameter (in)",null,null,null,null,"Barrel Coefficient of Discharge"]
[null,"Barrel Diameter (ft)",null,null,{"$f":"$E113/12","v":0},null,"Pond Water Surface Elev (ft)"]
[null,"Barrel Cross Sectional Area (ft2)",null,null,{"$f":"(3.14*($E114)^2)/4","v":0},null,"Head above Barrel Inlet Cntrlne. (ft)",null,null,{"$f":" ($J114-$E117)-($E114/2)","v":0}]
[null,"Estimated Barrel Length (ft)",null,null,null,null,"Head above Barrel Outlet Crown. (ft)",null,null,{"$f":" ($J114-($E118+$E114))","v":0}]
[null,"Barrel Inlet Invert (ft)",null,null,null,null,"Minor Loss Coefficient (km)"]
[null,"Barrel Outlet Invert (ft)",null,null,null,null,"Pipe Friction Loss Coefficient (kp)",null,null,{"$f":"(5087)*($J$112)^2/($E$113)^1.333","v":{"$error":"#DIV/0!"}}]
[]
[]
[]
[null,null,"Inlet Control",null,null,null,"Outlet Control"]
[null,null,"Q (cfs) = Cd*A*(2gh)0.5",null,{"$f":"($J113)*($E115)*(2*32.2*($J115))^0.5","v":0},null,"Q (cfs) =A*[(2gH)/1+km+kp*L]0.5",null,null,{"$f":"$E$115*((2*32.2*$J116)/(1+$J117+($J118*$E116)))^0.5","v":{"$error":"#DIV/0!"}}]
[]
[null,null,null,"Control Q (cfs)",null,"==>",{"$f":"IF($E$123<$J$123,\"Inlet\",\"Outlet\")","v":{"$error":"#DIV/0!"}},{"$f":"IF($E$123<$J$123,$E$123,$J$123)","v":{"$error":"#DIV/0!"}}]
[]
[]
[null,"STAGE-STORAGE-DISCHARGE RESULTS"]
[]
[]
[null,"Elevation (ft)","Storage (Acre-ft)","Riser",null,null,null,null,null,null,"Outlet Barrel",null,"Total Discharge"]
[null,null,null,"Cpv",null,"High Stage",null,null,null,null,"42\" Pipe"]
[null,null,null,"8\" Orifice",null,"Orifice",null,"Weir",null,"Control","H","Q"]
[null,null,null,"H (ft)","Q (cfs)","H (ft)","Q (cfs)","H (ft)","Q (cfs)","Q (cfs)","(ft)","(cfs)","Q (cfs)"]
[null,{"$f":"E95","v":0},{"$f":"VLOOKUP($B135,$B42:$I54,7,FALSE)","v":{"$error":"#DIV/0!"}},0,{"$f":"1.59*($D135)^0.5","v":0},{"$f":"IF($B135-389.5<=0,0,$B135-389.5)","v":0},{"$f":"($E$97)*($K$96*$J$94)*((64.4*$F135)^0.5)","v":0},{"$f":"IF($B135-388<=0,0,$B135-388)","v":0},{"$f":"$J$99*$K$96*($H135)^1.5","v":0},{"$f":"IF($G135<$I135,$G135,$I135)","v":0},null,null,{"$f":"$E135+$J135","v":0}]
[null,{"$f":"IF(($B135+1)<=$J$93,$B135+1,$J$93)","v":0},{"$error":"#DIV/0!"},{"$f":"$B136-385.33","v":-385.33},{"$error":"#NUM!"},0,0,0,0,0,null,null,{"$error":"#NUM!"}]
[null,0,{"$error":"#DIV/0!"},-385.33,{"$error":"#NUM!"},0,0,0,0,0,null,null,{"$error":"#NUM!"}]
[null,0,{"$error":"#DIV/0!"},-385.33,{"$error":"#NUM!"},0,0,0,0,0,null,null,{"$error":"#NUM!"}]
[null,0,{"$error":"#DIV/0!"},-385.33,{"$error":"#NUM!"},0,0,0,0,0,null,null,{"$error":"#NUM!"}]
[null,0,{"$error":"#DIV/0!"},-385.33,{"$error":"#NUM!"},0,0,0,0,0,null,null,{"$error":"#NUM!"}]
[null,0,{"$error":"#DIV/0!"},-385.33,{"$error":"#NUM!"},0,0,0,0,null,{"$f":"IF($G$125=\"Inlet\",$J$115,$J$116)","v":{"$error":"#DIV/0!"}},{"$f":"$H$125","v":{"$error":"#DIV/0!"}},{"$error":"#NUM!"},{"$f":"IF($M$141<$J$104,\"OK!\",\"Recompute!\")","v":{"$error":"#NUM!"}}]
[null,{"$f":"IF(($B141+1)<=$J$93,$B141+1,\" \")","v":" "},{"$f":"IF($B142=\" \",\" \",(VLOOKUP($B142,$B49:$I61,7,FALSE)))","v":" "},{"$f":"IF($B142=\" \",\" \",($B142-385.33))","v":" "},{"$f":"IF($B142=\" \",\" \",(1.59*($D142)^0.5))","v":" "},{"$f":"IF($B142=\" \",\" \",($B142-388))","v":" "},{"$f":"IF($B142=\" \",\" \",($B142-388))","v":" "},{"$f":"IF($B142=\" \",\" \",($B142-388))","v":" "},{"$f":"IF($B142=\" \",\" \",(21.7*($H142)^1.5))","v":" "}," ",null,null,{"$f":"IF($B142=\" \",\" \",($E142+$J142))","v":" "}]
[]
[]
[null,"Emer. Spillway Design Parameters"]
[]
[null,"50yr Post Development Storage Volume",null,null,null,"==>","(Vs/Vr) * P(50yr) * (1/12) * A  ==>",null,null,{"$f":"$G$158*G$152*(1/12)*$F$18","v":{"$error":"#VALUE!"}},"Acre-ft"]
[null,null,null,null,null,null,null,null,null,{"$f":"$J$147*43560","v":{"$error":"#VALUE!"}},"Cu-ft"]
[null,null,null,null,null,null,"50 Yr Post Dev. Storage Elevation (ft)",null,null,391.3]
[]
[null,null,null,null,null,"Pre","Post"]
[null,"Runoff, Qp-50, (in.)",null,"(P-0.2S)2/(P+0.8S)",null,{"$f":"('TR55'!$I$23)","v":" "},{"$f":"('TR55'!$N$23)","v":" "}]
[null,"50 yr Peak Discharge (cfs)",null,null,null,{"$f":"('TR55'!$I$25)","v":" "},{"$f":"('TR55'!$N$25)","v":" "}]
[null,"Runoff Volume (Acre-ft)",null,null,null,{"$f":"($F$152*$F$18)/12","v":{"$error":"#VALUE!"}},{"$f":"($G$152*$F$18)/12","v":{"$error":"#VALUE!"}}]
[null,"Runoff Volume (Cu-ft)",null,null,null,{"$f":"$F$154*43560","v":{"$error":"#VALUE!"}},{"$f":"$G$154*43560","v":{"$error":"#VALUE!"}}]
[]
[null,"Ratio of Outflow to Inflow (qo/qi) =",null,null,null,null,{"$f":"$F153/$G153","v":{"$error":"#VALUE!"}}]
[null,"Vs/Vr= C0+C1(qo/qi)+C2(qo/qi)2+C3(qo/qi)3 =",null,null,null,null,{"$f":"IF($G$77=\"YES\",\" \",(Lookup!$N$30)+((Lookup!$O$30)*$G$157)+((Lookup!$P$30)*($G$157)^2)+((Lookup!$Q$30)*($G$157)^3))","v":{"$error":"#VALUE!"}}]
[]
[]
[null,"Emergency Spillway Discharge"]
[null,"Type of weir",null,null,"trapezoidal"]
[null,{"$f":"_xlfn.CONCAT(\"Weir Crest Elevation \",IF($C$7=\"ENGLISH\",\"(ft)\",\"(m)\"))","v":"Weir Crest Elevation (ft)"}]
[null,{"$f":"_xlfn.CONCAT(\"Length of Weir Base \",IF($C$7=\"ENGLISH\",\"(ft)\",\"(m)\"))","v":"Length of Weir Base (ft)"}]
[null,"Weir Coefficient",null,null,{"$f":"IF($C$7=\"English\",3.33,1.84)","v":3.33}]
[null,"Side Slope of Weir in Terms of H:V"]
[null,"Side Slope of Weir (degrees)",null,null,{"$f":"ROUND(ATAN($E$166)*180/PI(),2)","v":0}]
[null,"Virtual Notch for Trapezoid (degrees)"]
[null,"Notch angle in Radians",null,null,{"$f":"RADIANS($E$168)","v":0}]
[null,"notch angle (degrees)"]
[null,"Discharge Coefficient c",null,null,{"$f":"(0.607165052-0.000874466963*IF(E162=\"triangular\",$E$170,$E$168)+0.00000610393334*IF(E162=\"triangular\",$E$170,$E$168)^2)","v":0.60716505200000004}]
[null,{"$f":"_xlfn.CONCAT(\"Head Correction Factor, k \",IF($C$7=\"ENGLISH\",\"(ft)\",\"m\"))","v":"Head Correction Factor, k (ft)"},null,null,{"$f":"(0.0144902648-0.00033955*IF(E162=\"triangular\",$E$170,$E$168)+0.00000329819003*IF(E162=\"triangular\",$E$170,$E$168)^2-0.0000000106215442*IF(E162=\"triangular\",$E$170,$E$168)^3)","v":1.44902648E-2}]
[null,"Max. Head (ft)",null,null,{"$f":"E106-E163","v":0}]
[null,"Max. Emer. Weir Discharge (cfs)",null,null,{"$f":"_xlfn.IFS($E$162=\"rectangular\",$E$165*$E$164*(E106-$E$163)^(3/2),$E$162=\"triangular\",4.28*$E$171*TAN(RADIANS($E$170/2))*(IF($C$7=\"ENGLISH\",E106-$E$163,((E106-$E$163))*3.281)+$E$172)^(5/2)*IF($C$7=\"ENGLISH\",1,1/35.315),$E$162=\"trapezoidal\",($E$165*$E$164*(E106-$E$163)^(3/2))+4.28*$E$171*TAN(RADIANS($E$168/2))*(IF($C$7=\"ENGLISH\",E106-$E$163,((E106-$E$163))*3.281)+$E$172)^(5/2)*IF($C$7=\"ENGLISH\",1,1/35.315))","v":0}]

{"sheet":"Swales","index":7,"n_rows":70,"n_cols":12,"rows_kept":70,"cut":false,"hidden":false,"merged":[[17,11,17,13],[62,1,62,2],[64,2,64,3],[65,2,65,3],[66,2,66,3],[48,1,48,3],[49,1,49,3],[50,1,50,3],[52,1,52,2],[53,1,53,3],[17,7,17,8],[18,7,18,8],[19,7,19,8],[17,1,17,3],[39,6,39,8],[54,7,54,8],[67,2,67,3],[54,1,54,3],[57,1,57,3],[58,1,58,3],[59,1,59,3],[60,1,60,3],[3,9,3,12],[4,2,4,3],[4,9,4,10],[8,0,8,3],[10,1,10,3],[11,1,11,3],[12,1,12,3],[13,1,13,3],[2,2,2,5],[3,2,3,5],[15,0,15,2],[41,1,41,3],[21,1,21,3],[19,1,19,3],[24,0,24,1],[26,1,26,3],[27,1,27,3],[20,1,20,3],[29,1,29,3],[30,1,30,3],[31,1,31,3],[34,1,34,3],[33,6,33,7],[32,1,32,3],[47,1,47,3],[43,1,43,3],[44,1,44,3],[45,1,45,3],[36,1,36,3],[37,1,37,3],[39,1,39,3],[40,1,40,3]]}
["Swale Design"]
[]
["Project:"]
["Designer:",null,null,null,null,null,null,"Checked:"]
["Date:",null,null,null,null,null,null,"Date:"]
[]
[]
[]
["1.  General Storage Volume Requirements",null,null,null,null,"(from \"Runoff Volumes\" worksheet)"]
[]
[null,"Recharge Volume",null,null,"Rev =>",{"$f":"'Runoff Volumes'!$K$47","v":0},null,null,"Q1-year (cfs)","=>"]
[null,"Water Quality Volume",null,null,"WQv =>",{"$f":"'Runoff Volumes'!$K$62","v":{"$error":"#DIV/0!"}},null,null,"Q2-year (cfs)","=>"]
[null,"Stream Protection",null,null,"Cpv =>",{"$f":"'Runoff Volumes'!$K$74","v":{"$error":"#DIV/0!"}}]
[null,"Overbank Control",null,null,"Qp-25 =>",{"$f":"'Runoff Volumes'!$K$87","v":{"$error":"#VALUE!"}}]
[]
["2. Project Area Details"]
[]
[null,"Drainage Area (Acres):",null,null," =>",null,null,"Filter bed depth (ft)",null,"=>",null,"from CNMI, Vol. 1, Figure 3.13"]
[null,"Detention Pond Classification:",null,null,"=>",{"$f":"IF($G$19=\"\",\"-select-\")","v":"-select-"},null,"Filter Coeff. Of Perm. (ft/day)",null,"=>"]
[null,"Geologic Region:",null,null,"=>","Volcanic",null,"Filter drain time( days)",null,"=>"]
[null,"Water Quality Region:",null,null,"=>","S2",null,"Ave water height above filter (ft) =>"]
[null,"Resource Designation:",null,null,"=>",{"$f":"IF(OR($F$21=\"M1\",$F$21=\"S1\"),\"High\",\"Moderate\")","v":"Moderate"},null,"Expected side Slopes (H:V)",null,"=>"]
[]
[]
["3. Dry Swale"]
[]
[null,"Required Dry Swale Size - Af -(ft2)",null,null,"=>",{"$f":"(($F$12*43560)*($K$18))/($K$19*($K$21+$K$18)*$K$20)","v":{"$error":"#DIV/0!"}}]
[null,"Af = (WQv)*(df) / (k)*(hf+df)*(tf)"]
[]
[null,"Available Length ft)",null,null,"=>"]
[null,"Upstream Invert Elev.",null,null,"=>"]
[null,"Downstream Invert Elev.",null,null,"=>"]
[null,"Manning's \"n\" Value",null,null,"=>"]
[null,null,null,null,null,null,"Is slope btwn 1% and 4%?"]
[null,"Available Slope (%)",null,null,"=>",{"$f":"(($F31-$F32)/$F30)*100","v":{"$error":"#DIV/0!"}},{"$f":"IF(AND($F$35>1<4),\"NO\",\"OK\")","v":{"$error":"#DIV/0!"}}]
[]
[null,"WQv Required Top Width (ft)",null,null,"=>",{"$f":"$F$27/$F$30","v":{"$error":"#DIV/0!"}}]
[null,"WQv Required Bottom Width (ft)",null,null,"=>",{"$f":"$F$37-(2*(2*0.75))","v":{"$error":"#DIV/0!"}},{"$f":"IF($F$37<2,\"OK\",\"Bottom Width must be a minimum 2' Wide\")","v":{"$error":"#DIV/0!"}}]
[]
[null,"Adjusted Bottom Width (ft)",null,null,"=>",{"$f":"IF($F$38>=2,$F$38,2)","v":{"$error":"#DIV/0!"}},"If Required BW is <2, use 2"]
[null,"Adjusted Ave. Depth (ft)",null,null,"=>",{"$f":"IF($F$38>=2,$F$38,($F$37-2)/2*0.5)","v":{"$error":"#DIV/0!"}}]
[null,"Adjusted Max. Depth (ft)",null,null,"=>",{"$f":"ROUNDUP($F$41*2,1)","v":{"$error":"#DIV/0!"}}]
[]
[null,"Are Check Dams Required ?",null,null,"=>",{"$f":"IF($F$35>2,\"YES\",\"NO\")","v":{"$error":"#DIV/0!"}},"If Slope > 2, then check dams are required"]
[null,"Check Dam Interval (ft)",null,null,"=>",{"$f":"$F$42/($F$35/100)","v":{"$error":"#DIV/0!"}}]
[null,"No. of Check Dams Required?",null,null,"=>",{"$f":"$F$30/$F$45","v":{"$error":"#DIV/0!"}}]
[]
[null,"Check Erosive Vel. For 1yr storm:"]
[null,"Discharge - 1yr storm (cfs)",null,null,"=>",{"$f":"$K$11","v":0}]
[null,"Required Swale Depth (ft)",null,null,"=>"]
[null,"Calculation to determine depth",null,null,"=>",{"$f":"((3.95*$F$50)+(2*$F$50^2))*((1.49/$F$33)*((3.95*$F$50)+(2*$F$50^2))/((3.95+(4.47*$F$50)))^0.667*(0.027^0.5))","v":{"$error":"#DIV/0!"}}]
[]
[null,"1yr Storm Velocity: "]
[null,"Swale Cross Section Area:",null,null,"=>",{"$f":"((3.95*$F$50)+(2*$F$50^2))","v":0}]
[null,"Velocity: v= Q/a (fps)",null,null,"=>",{"$f":"$F$49/$F$54","v":{"$error":"#DIV/0!"}},{"$f":"IF($F$55<5,\"OK\",\"NO\")","v":{"$error":"#DIV/0!"}},"Is velocity <5 fps"]
[]
[]
[null,"2 Yr Storm Conveyance"]
[null,"Discharge - 2yr storm (cfs)",null,null,"=>",{"$f":"$K$12","v":0}]
[null,"Required Swale Depth (ft)",null,null,"=>"]
[null,"Calculation to determine depth",null,null,"=>",{"$f":"((3.95*$F$60)+(2*$F$60^2))*((1.49/$F$33)*((3.95*$F$60)+(2*$F$60^2))/((3.95+(4.47*$F$60)))^0.667*(0.027^0.5))","v":{"$error":"#DIV/0!"}}]
[]
[null,"Total Swale Depth:"]
[]
[null,null,"WQv Depth (ft)",null,{"$f":"$F$42","v":{"$error":"#DIV/0!"}}]
[null,null,"1yr Req'd Depth (ft)",null,{"$f":"$F$50","v":0}]
[null,null,"2yr Req'd Depth (ft)",null,{"$f":"$F$60","v":0}]
[null,null,"Freeboard Depth (ft)",null,0.5]
[]
[null,null,"Total Depth (ft)",null,"=>",{"$f":"$E$65+$E$68+$E$67","v":{"$error":"#DIV/0!"}}]

{"sheet":"Bioretention","index":8,"n_rows":50,"n_cols":10,"rows_kept":50,"cut":false,"hidden":false,"merged":[[44,1,44,3],[49,1,49,3],[3,9,3,12],[4,2,4,3],[4,9,4,10],[8,0,8,3],[48,1,48,3],[31,0,31,3],[37,1,37,3],[38,1,38,3],[33,1,33,3],[34,1,34,3],[35,1,35,3],[40,1,40,3],[42,1,42,3],[46,1,46,3],[10,1,10,3],[11,1,11,3],[12,1,12,3],[13,1,13,3],[2,2,2,5],[3,2,3,5],[15,0,15,2],[17,1,17,3],[17,7,17,8],[18,7,18,8],[19,1,19,3],[19,7,19,8],[20,1,20,3],[21,1,21,3],[24,0,24,3],[28,1,28,3],[29,1,29,3],[26,1,26,3]]}
["Bio-Remediation Measures"]
[]
["Project:"]
["Designer:",null,null,null,null,null,null,"Checked:"]
["Date:",null,null,null,null,null,null,"Date:"]
[]
[]
[]
["1.  General Storage Volume Requirements",null,null,null,null,"(from \"Runoff Volumes\" worksheet)"]
[]
[null,"Recharge Volume",null,null,"Rev =>",{"$f":"'Runoff Volumes'!$K$47","v":0},8.7999999999999995E-2,null,"Q1-year (cfs)","=>"]
[null,"Water Quality Volume",null,null,"WQv =>",{"$f":"'Runoff Volumes'!$K$62","v":{"$error":"#DIV/0!"}},4.7E-2,null,"Q2-year (cfs)","=>"]
[null,"Stream Protection",null,null,"Cpv =>",{"$f":"'Runoff Volumes'!$K$74","v":{"$error":"#DIV/0!"}}]
[null,"Overbank Control",null,null,"Qp-25 =>",{"$f":"'Runoff Volumes'!$K$87","v":{"$error":"#VALUE!"}}]
[]
["2. Project Area Details"]
[]
[null,"Drainage Area (Acres)",null,null,"A =>",null,null,"Filter bed depth (ft)",null,"=>"]
[null,"Detention Pond Classification",null,null,"=>",{"$f":"IF($G$19=\"\",\"-select-\")","v":"-select-"},null,"Filter Coeff. Of Perm. (ft/day)",null,"=>"]
[null,"Geologic Region:",null,null,"=>",{"$f":"IF($G$20=\"\",\"-select-\")","v":"-select-"},null,"Filter drain time( days)",null,"=>"]
[null,"Water Quality Region:",null,null,"=>",{"$f":"IF($G$21=\"\",\"-select-\")","v":"-select-"},null,"Ave water height above filter (ft) =>"]
[null,"Resource Designation:",null,null,"=>",{"$f":"IF(OR($F$21=\"M1\",$F$21=\"S1\"),\"High\",\"Moderate\")","v":"Moderate"},null,"Expected side Slopes (H:V)",null,"=>"]
[]
[]
["3. Determine Size of Bioretention Filter Area"]
[]
[null,"Treatment Volume Required (Ac-ft)",null,null,"=>",{"$f":"IF($F12<$F11,$F11,$F11+$F12)","v":{"$error":"#DIV/0!"}}]
[]
[null,"Required Filter Area - Af -(ft3)",null,null,"=>",{"$f":"(($F$27*43560)*($K$18))/($K$19*($K$21+$K$18)*$K$20)","v":{"$error":"#DIV/0!"}}]
[null,"Af = (WQv)*(df) / (k)*(hf+df)*(tf)",null,null,null,null,null,null,{"$f":"0.78/640","v":1.21875E-3}]
[]
["4. Determine Bioretention Inflow"]
[]
[null,"Rainfall Value, P (in)",null,null,"=>",{"$f":"IF($F$20=\"Limestone\",1.5,0.8)","v":0.8}]
[null,"WQv Runoff Volume, Q (in)",null,null,"=>",{"$f":"($F$27*12)/$F$18","v":{"$error":"#DIV/0!"}}]
[null,"Q= (Req'd Vol)*(12)/A"]
[]
[null,"Compute CN based on WQv",null,null,"=>",{"$f":"1000/((10+(5*($F$34))+(10*($F$35)))-10*((($F$35)^2)+(1.25*$F$35*$F$34))^0.5)","v":{"$error":"#DIV/0!"}}]
[null,"CN=1000/[10+5P+10Q-10(Q2+1.25QP)1/2]"]
[]
[null,"Time of Concentration (hrs)",null,null,null,null,{"$f":"TofC!$V$21","v":0}]
[]
[null,"Initial Abstraction, (200/CN)-2, (in)",null,null,"=>",{"$f":"(200/$F$38) -2","v":{"$error":"#DIV/0!"}}]
[]
[null,"Abstraction Ratio (Ia/P)",null,null,"=>",{"$f":"$F43/$F34","v":{"$error":"#DIV/0!"}}]
[]
[null,"Unit Peak Discharge, qu, (csm/in)",null,null,"=>",163]
[]
[null,"Water Quality Peak Flow, Qp, (cfs)",null,null,"=>",{"$f":"$F$47*($F$18/640)*$F$35","v":{"$error":"#DIV/0!"}}]
[null,"Qp = qu*A*WQv"]

{"sheet":"Sand Filter","index":9,"n_rows":79,"n_cols":11,"rows_kept":79,"cut":false,"hidden":false,"merged":[[77,7,77,10],[75,1,75,3],[77,1,77,3],[78,1,78,3],[54,1,54,3],[64,1,64,3],[69,1,69,3],[22,0,22,3],[52,7,52,8],[71,1,71,3],[72,1,72,3],[74,1,74,3],[54,7,54,10],[64,7,64,10],[59,1,59,3],[61,1,61,3],[62,1,62,3],[58,1,58,3],[53,1,53,3],[63,1,63,3],[66,0,66,3],[68,1,68,3],[25,1,25,3],[32,1,32,3],[2,2,2,5],[3,2,3,5],[3,9,3,12],[4,2,4,3],[4,9,4,10],[7,0,7,2],[9,1,9,3],[11,1,11,3],[12,1,12,3],[13,1,13,3],[15,0,15,3],[17,1,17,3],[18,1,18,3],[19,1,19,3],[20,1,20,3],[26,1,26,3],[27,1,27,3],[28,1,28,3],[29,1,29,3],[31,1,31,3],[0,0,0,1],[20,7,20,8],[51,1,51,3],[52,1,52,3],[48,1,48,3],[49,1,49,3],[48,7,48,8],[49,7,49,8],[50,7,50,8],[34,1,34,3],[36,0,36,3],[39,1,39,3],[42,1,42,3],[24,1,24,3],[43,1,43,3],[46,0,46,3]]}
["Sand Filter"]
[]
["Project:"]
["Designer:",null,null,null,null,null,null,"Checked:"]
["Date:",null,null,null,null,null,null,"Date:"]
[]
[]
["1. Project Area Details"]
[]
[null,"Drainage Area (Acres)",null,null,"A =>",0.19,null,null,"Q1-year (cfs)","=>"]
[null,"Detention Pond Classification",null,null,"=>","P-2",null,null,"Q2-year (cfs)","=>"]
[null,"Geologic Region:",null,null,"=>","Limestone"]
[null,"Water Quality Region:",null,null,"=>","M1"]
[null,"Resource Designation:",null,null,"=>",{"$f":"IF(OR($F$13=\"M1\",$F$13=\"S1\"),\"High\",\"Moderate\")","v":"High"}]
[]
["2.  General Storage Volume Requirements",null,null,null,null,"(from \"Runoff Volumes\" worksheet)"]
[]
[null,"Recharge Volume (ac-ft)",null,null,"Rev =>",{"$f":"'Runoff Volumes'!$K$47","v":0}]
[null,"Water Quality Volume (ac-ft)",null,null,"WQv =>",{"$f":"'Runoff Volumes'!$K$62","v":{"$error":"#DIV/0!"}},{"$f":"F19*43560","v":{"$error":"#DIV/0!"}}]
[null,"Stream Protection",null,null,"Cpv =>",{"$f":"'Runoff Volumes'!$K$74","v":{"$error":"#DIV/0!"}}]
[null,"Overbank Control",null,null,"Qp-25 =>",{"$f":"'Runoff Volumes'!$K$87","v":{"$error":"#VALUE!"}},null,"Min Req'd Vol. (cu-ft)",null,"=>",{"$f":"0.75*($F$19*43560)","v":{"$error":"#DIV/0!"}}]
[]
["3. Determine Available Head"]
[]
[null,"Low Ground Elevation, H,  (ft)",null,null,"=>"]
[null,"Freeboard Allowance, FB,  (ft)",null,null,"=>"]
[null,"Outfall Invert, Elout, (ft)",null,null,"=>"]
[null,"Slope Allowance, S,  (ft)",null,null,"=>"]
[null,"Underdrain Cover, hu, (ft)",null,null,"=>"]
[null,"Sand Filter Bed, hs , (ft)",null,null,"=>"]
[]
[null,"Available Head:"]
[null,"H - FB - ( Elout + S + hu + hs )",null,null,"=>",{"$f":"$F25-$F26-($F27+$F28+$F29+$F30)","v":0}]
[]
[null,"Average Depth (ft)",null,null,"=>",{"$f":"$F33/2","v":0}]
[]
["4. Flow Diversion Structure"]
[]
[null,"Assumed 2yr Water Surface Elevation",null,null,"=>"]
[null,"Assumed Head (ft)",null,null,"=>"]
[]
[null,"Find Weir Length using Weir Equation:"]
[null,"Q=CLH3/2",null,null,"=>",{"$f":"$K11/(3.1*(POWER($F40,1.5)))","v":{"$error":"#DIV/0!"}}]
[null,"Use:",null,null,"=>",{"$f":"IF($F43<=0.5,0.5,$F43)","v":{"$error":"#DIV/0!"}}]
[]
[]
["5. Size Filtration Bed Chamber"]
[]
[null,"Min. Required Filtration Area - Af -(ft2)",null,null,"=>",{"$f":"(($F$19*43560)*($K$49))/($K$50*($K$52+$K$49)*$K$51)","v":{"$error":"#DIV/0!"}},null,"Filter bed depth, df, (ft)",null,"=>"]
[null,"Af = (WQv)*(df) / (k)*(hf+df)*(tf)",null,null,null,null,null,"Filter Coeff. Of Perm. (ft/day)",null,"=>"]
[null,null,null,null,null,null,null,"Filter drain time( days)",null,"=>"]
[null,"Assumed Width of Chamber (ft)",null,null,"=>",null,null,"Ave water height above filter (ft) =>"]
[null,"Assumed Length of Chamber (ft)",null,null,"=>",{"$f":"$F49/$F52","v":{"$error":"#DIV/0!"}},null,"Sand Porosity, n",null,"=>"]
[null,"Use (Round Up)",null,null,"=>"]
[null,"Design Area, Af-des, (ft2)",null,null,"=>",{"$f":"$F$52 * $F$54","v":0},{"$f":"IF($F$55>$F$49,\"OK!\",\"Recompute!\")","v":{"$error":"#DIV/0!"}},"Is Design Area > Req. Min. Area ?"]
[]
["6. Size Sedimentation Bed Chamber"]
[]
[null,"Req. Sedimentation Chamber, As , (ft2)",null,null,"=>",{"$f":"0.066*($F19*43560)","v":{"$error":"#DIV/0!"}}]
[null,"As = 0.066 (WQv)"]
[]
[null,"Assumed Width of Chamber (ft)",null,null,"=>"]
[null,"Assumed Length of Chamber (ft)",null,null,"=>",{"$f":"$F59/$F62","v":{"$error":"#DIV/0!"}}]
[null,"Use (Round Up)",null,null,"=>"]
[null,"Design Area, As-des, (ft2)",null,null,"=>",{"$f":"$F$62 * $F$64","v":0},{"$f":"IF($F$65>$F$59,\"OK!\",\"Recompute!\")","v":{"$error":"#DIV/0!"}},"Is Design Area > Req. Min. Area ?"]
[]
["7. Design Volume Checks"]
[]
[null,"Volume within Filter Bed, Vf, (ft3)",null,null,"=>",{"$f":"$F$55*$K$49*$K$53","v":0}]
[null,"Vf = Af*(df)*(n)"]
[]
[null,"Storage above Filter Bed, Vf-temp, (ft3)",null,null,"=>",{"$f":" 2 * $K$52 * $F$55","v":0}]
[null,"Vf-temp = 2 * hf * Af"]
[]
[null,"Remaining Volume in Chamber, Vs, (ft3)",null,null,"=>",{"$f":"$K$21 - ($F$69 + $F$72)","v":{"$error":"#DIV/0!"}}]
[null,"Vs = Vmin - (Vf + Vf-temp)"]
[]
[null,"Compute Sed Chamber Height, hs, (ft)",null,null,"=>",{"$f":" $F$75 / ($F$52 * $F$54)","v":{"$error":"#DIV/0!"}},{"$f":"IF($F$78>$F$33,\"Recompute!\",\"OK!\")","v":{"$error":"#DIV/0!"}},"Is Sed. Chamber Height > Avail. Head ?"]
[null,"hs = Vs / A"]

{"sheet":"SBUH","index":10,"n_rows":162,"n_cols":19,"rows_kept":162,"cut":false,"hidden":false,"merged":[[2,1,2,13],[11,7,11,8],[11,9,11,10],[4,1,4,5],[5,1,5,5],[5,9,5,12]]}
[]
[]
[null,"Santa Barbara Urban Hydrograph"]
[]
["Project:"]
["Designer:",null,null,null,null,null,null,null,"Checked:"]
["Date:",null,null,null,null,null,null,null,"Date:"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Units of Choice:","English"]
[null,1,2,3,4,5,6,7,8,9,10,11,12,13]
[null,null,null,null,null,null,null,"Pervious",null,"Impervious",null,null,null,null,null,"Project Area(acres) ="]
[null,"Tme Step","Time","Rainfall Dist","Mass Curve","Inc. Rain","Acc. Rain","Acc. Runoff","Inc. Runoff","Acc. Runoff","Inc. Runoff","Tot. Runoff","Inst. Hydrograph","Des. Hydrograph",null,"Total Runoff Depth (in)="]
[null,null,"(min)","(frac)",null,{"$f":"IF($Q$10=\"ENGLISH\",\"(in)\",\"(mm)\")","v":"(in)"},{"$f":"IF($Q$10=\"ENGLISH\",\"(in)\",\"(mm)\")","v":"(in)"},{"$f":"IF($Q$10=\"ENGLISH\",\"(in)\",\"(mm)\")","v":"(in)"},"(in)","(in)","(in)","(in)",{"$f":"IF($Q$10=\"ENGLISH\",\"(cfs)\",\"(cms)\")","v":"(cfs)"},{"$f":"IF($Q$10=\"ENGLISH\",\"(cfs)\",\"(cms)\")","v":"(cfs)"},null,"Time Step (min)="]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Time of Concentration="]
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[null,4,{"$f":"$C18+$Q$14","v":10},4.0000000000000001E-3,null,0,0,{"$f":"_xlfn.IFS($G19<$S$20,0,$G19>$S$20,((($G19-$S$20)^2)/($G19+(0.8*$Q$20))))","v":0},0,{"$f":"_xlfn.IFS($G19<$S$21,0,$G19>$S$21,((($G19-$S$21)^2)/($G19+(0.8*$Q$21))))","v":0},0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[null,5,10,4.0000000000000001E-3,null,0,0,{"$f":"_xlfn.IFS($G20<$S$20,0,$G20>$S$20,((($G20-$S$20)^2)/($G20+(0.8*$Q$20))))","v":0},0,{"$f":"_xlfn.IFS($G20<$S$21,0,$G20>$S$21,((($G20-$S$21)^2)/($G20+(0.8*$Q$21))))","v":0},0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},null,"Pervious S=",{"$f":"(1000/$S$17)-10","v":3.513513513513514},"I(a)=0.2S=",{"$f":"0.2*$Q$20","v":0.70270270270270285}]
[null,6,10,4.0000000000000001E-3,null,0,0,{"$f":"_xlfn.IFS($G21<$S$20,0,$G21>$S$20,((($G21-$S$20)^2)/($G21+(0.8*$Q$20))))","v":0},0,{"$f":"_xlfn.IFS($G21<$S$21,0,$G21>$S$21,((($G21-$S$21)^2)/($G21+(0.8*$Q$21))))","v":0},0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},null,"Impervious S=",{"$f":"(1000/$S$18)-10","v":0.20408163265306101},"I(a)=0.2S=",{"$f":"0.2*$Q$21","v":4.0816326530612207E-2}]
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[null,9,10,4.0000000000000001E-3,null,0,0,{"$f":"_xlfn.IFS($G24<$S$20,0,$G24>$S$20,((($G24-$S$20)^2)/($G24+(0.8*$Q$20))))","v":0},0,{"$f":"_xlfn.IFS($G24<$S$21,0,$G24>$S$21,((($G24-$S$21)^2)/($G24+(0.8*$Q$21))))","v":0},0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[null,10,10,4.0000000000000001E-3,null,0,0,{"$f":"_xlfn.IFS($G25<$S$20,0,$G25>$S$20,((($G25-$S$20)^2)/($G25+(0.8*$Q$20))))","v":0},0,{"$f":"_xlfn.IFS($G25<$S$21,0,$G25>$S$21,((($G25-$S$21)^2)/($G25+(0.8*$Q$21))))","v":0},0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[null,11,10,4.0000000000000001E-3,null,0,0,{"$f":"_xlfn.IFS($G26<$S$20,0,$G26>$S$20,((($G26-$S$20)^2)/($G26+(0.8*$Q$20))))","v":0},0,{"$f":"_xlfn.IFS($G26<$S$21,0,$G26>$S$21,((($G26-$S$21)^2)/($G26+(0.8*$Q$21))))","v":0},0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},null,"Routing Constant (w)=",null,null,{"$f":"10/(2*73+10)","v":6.4102564102564097E-2}]
[null,12,10,5.0000000000000001E-3,null,0,0,{"$f":"_xlfn.IFS($G27<$S$20,0,$G27>$S$20,((($G27-$S$20)^2)/($G27+(0.8*$Q$20))))","v":0},0,{"$f":"_xlfn.IFS($G27<$S$21,0,$G27>$S$21,((($G27-$S$21)^2)/($G27+(0.8*$Q$21))))","v":0},0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[null,13,10,5.0000000000000001E-3,null,0,0,{"$f":"_xlfn.IFS($G28<$S$20,0,$G28>$S$20,((($G28-$S$20)^2)/($G28+(0.8*$Q$20))))","v":0},0,{"$f":"_xlfn.IFS($G28<$S$21,0,$G28>$S$21,((($G28-$S$21)^2)/($G28+(0.8*$Q$21))))","v":0},0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[null,14,10,5.0000000000000001E-3,null,0,0,{"$f":"_xlfn.IFS($G29<$S$20,0,$G29>$S$20,((($G29-$S$20)^2)/($G29+(0.8*$Q$20))))","v":0},0,{"$f":"_xlfn.IFS($G29<$S$21,0,$G29>$S$21,((($G29-$S$21)^2)/($G29+(0.8*$Q$21))))","v":0},0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},null,{"$f":"(1000/$S$17)-10","v":3.513513513513514}]
[null,15,10,5.0000000000000001E-3,null,0,0,{"$f":"_xlfn.IFS($G30<$S$20,0,$G30>$S$20,((($G30-$S$20)^2)/($G30+(0.8*$Q$20))))","v":0},0,{"$f":"_xlfn.IFS($G30<$S$21,0,$G30>$S$21,((($G30-$S$21)^2)/($G30+(0.8*$Q$21))))","v":0},0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[null,16,10,5.0000000000000001E-3,null,0,0,{"$f":"_xlfn.IFS($G31<$S$20,0,$G31>$S$20,((($G31-$S$20)^2)/($G31+(0.8*$Q$20))))","v":0},0,{"$f":"_xlfn.IFS($G31<$S$21,0,$G31>$S$21,((($G31-$S$21)^2)/($G31+(0.8*$Q$21))))","v":0},0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
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[null,23,10,6.0000000000000001E-3,null,0,0,{"$f":"_xlfn.IFS($G38<$S$20,0,$G38>$S$20,((($G38-$S$20)^2)/($G38+(0.8*$Q$20))))","v":0},0,{"$f":"_xlfn.IFS($G38<$S$21,0,$G38>$S$21,((($G38-$S$21)^2)/($G38+(0.8*$Q$21))))","v":0},0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[null,24,10,7.0000000000000001E-3,null,0,0,{"$f":"_xlfn.IFS($G39<$S$20,0,$G39>$S$20,((($G39-$S$20)^2)/($G39+(0.8*$Q$20))))","v":0},0,{"$f":"_xlfn.IFS($G39<$S$21,0,$G39>$S$21,((($G39-$S$21)^2)/($G39+(0.8*$Q$21))))","v":0},0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
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[null,32,10,8.0000000000000002E-3,null,0,0,{"$f":"_xlfn.IFS($G47<$S$20,0,$G47>$S$20,((($G47-$S$20)^2)/($G47+(0.8*$Q$20))))","v":0},0,{"$f":"_xlfn.IFS($G47<$S$21,0,$G47>$S$21,((($G47-$S$21)^2)/($G47+(0.8*$Q$21))))","v":0},0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
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[null,34,10,8.0000000000000002E-3,null,0,0,{"$f":"_xlfn.IFS($G49<$S$20,0,$G49>$S$20,((($G49-$S$20)^2)/($G49+(0.8*$Q$20))))","v":0},0,{"$f":"_xlfn.IFS($G49<$S$21,0,$G49>$S$21,((($G49-$S$21)^2)/($G49+(0.8*$Q$21))))","v":0},0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[null,35,10,8.0000000000000002E-3,null,0,0,{"$f":"_xlfn.IFS($G50<$S$20,0,$G50>$S$20,((($G50-$S$20)^2)/($G50+(0.8*$Q$20))))","v":0},0,{"$f":"_xlfn.IFS($G50<$S$21,0,$G50>$S$21,((($G50-$S$21)^2)/($G50+(0.8*$Q$21))))","v":0},0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[null,36,10,0.01,null,0,0,{"$f":"_xlfn.IFS($G51<$S$20,0,$G51>$S$20,((($G51-$S$20)^2)/($G51+(0.8*$Q$20))))","v":0},0,{"$f":"_xlfn.IFS($G51<$S$21,0,$G51>$S$21,((($G51-$S$21)^2)/($G51+(0.8*$Q$21))))","v":0},0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[null,37,10,0.01,null,0,0,{"$f":"_xlfn.IFS($G52<$S$20,0,$G52>$S$20,((($G52-$S$20)^2)/($G52+(0.8*$Q$20))))","v":0},0,{"$f":"_xlfn.IFS($G52<$S$21,0,$G52>$S$21,((($G52-$S$21)^2)/($G52+(0.8*$Q$21))))","v":0},0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
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[null,135,10,4.0000000000000001E-3,null,0,0,{"$f":"_xlfn.IFS($G150<$S$20,0,$G150>$S$20,((($G150-$S$20)^2)/($G150+(0.8*$Q$20))))","v":0},0,{"$f":"_xlfn.IFS($G150<$S$21,0,$G150>$S$21,((($G150-$S$21)^2)/($G150+(0.8*$Q$21))))","v":0},0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[null,136,10,4.0000000000000001E-3,null,0,0,{"$f":"_xlfn.IFS($G151<$S$20,0,$G151>$S$20,((($G151-$S$20)^2)/($G151+(0.8*$Q$20))))","v":0},0,{"$f":"_xlfn.IFS($G151<$S$21,0,$G151>$S$21,((($G151-$S$21)^2)/($G151+(0.8*$Q$21))))","v":0},0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[null,137,10,4.0000000000000001E-3,null,0,0,{"$f":"_xlfn.IFS($G152<$S$20,0,$G152>$S$20,((($G152-$S$20)^2)/($G152+(0.8*$Q$20))))","v":0},0,{"$f":"_xlfn.IFS($G152<$S$21,0,$G152>$S$21,((($G152-$S$21)^2)/($G152+(0.8*$Q$21))))","v":0},0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[null,138,10,4.0000000000000001E-3,null,0,0,{"$f":"_xlfn.IFS($G153<$S$20,0,$G153>$S$20,((($G153-$S$20)^2)/($G153+(0.8*$Q$20))))","v":0},0,{"$f":"_xlfn.IFS($G153<$S$21,0,$G153>$S$21,((($G153-$S$21)^2)/($G153+(0.8*$Q$21))))","v":0},0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[null,139,10,4.0000000000000001E-3,null,0,0,{"$f":"_xlfn.IFS($G154<$S$20,0,$G154>$S$20,((($G154-$S$20)^2)/($G154+(0.8*$Q$20))))","v":0},0,{"$f":"_xlfn.IFS($G154<$S$21,0,$G154>$S$21,((($G154-$S$21)^2)/($G154+(0.8*$Q$21))))","v":0},0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[null,140,10,4.0000000000000001E-3,null,0,0,{"$f":"_xlfn.IFS($G155<$S$20,0,$G155>$S$20,((($G155-$S$20)^2)/($G155+(0.8*$Q$20))))","v":0},0,{"$f":"_xlfn.IFS($G155<$S$21,0,$G155>$S$21,((($G155-$S$21)^2)/($G155+(0.8*$Q$21))))","v":0},0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[null,141,10,4.0000000000000001E-3,null,0,0,{"$f":"_xlfn.IFS($G156<$S$20,0,$G156>$S$20,((($G156-$S$20)^2)/($G156+(0.8*$Q$20))))","v":0},0,{"$f":"_xlfn.IFS($G156<$S$21,0,$G156>$S$21,((($G156-$S$21)^2)/($G156+(0.8*$Q$21))))","v":0},0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[null,142,10,4.0000000000000001E-3,null,0,0,{"$f":"_xlfn.IFS($G157<$S$20,0,$G157>$S$20,((($G157-$S$20)^2)/($G157+(0.8*$Q$20))))","v":0},0,{"$f":"_xlfn.IFS($G157<$S$21,0,$G157>$S$21,((($G157-$S$21)^2)/($G157+(0.8*$Q$21))))","v":0},0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[null,143,10,4.0000000000000001E-3,null,0,0,{"$f":"_xlfn.IFS($G158<$S$20,0,$G158>$S$20,((($G158-$S$20)^2)/($G158+(0.8*$Q$20))))","v":0},0,{"$f":"_xlfn.IFS($G158<$S$21,0,$G158>$S$21,((($G158-$S$21)^2)/($G158+(0.8*$Q$21))))","v":0},0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[null,144,10,4.0000000000000001E-3,{"$f":"$E158+$D159","v":4.0000000000000001E-3},0,0,{"$f":"_xlfn.IFS($G159<$S$20,0,$G159>$S$20,((($G159-$S$20)^2)/($G159+(0.8*$Q$20))))","v":0},0,{"$f":"_xlfn.IFS($G159<$S$21,0,$G159>$S$21,((($G159-$S$21)^2)/($G159+(0.8*$Q$21))))","v":0},0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[null,145,10,4.0000000000000001E-3,8.0000000000000002E-3,0,0,{"$f":"_xlfn.IFS($G160<$S$20,0,$G160>$S$20,((($G160-$S$20)^2)/($G160+(0.8*$Q$20))))","v":0},0,{"$f":"_xlfn.IFS($G160<$S$21,0,$G160>$S$21,((($G160-$S$21)^2)/($G160+(0.8*$Q$21))))","v":0},0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[]
[null,null,null,{"$f":"SUM(D16:D161)","v":1.0030000000000006},null,{"$f":"SUM(F16:F161)","v":0}]

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[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,"EM 1110-2-1417",null,null,null,null,null,null,null,null,null,"LTAP manual",null,null,null,null,null,null,null,null,null,null,"LTAP MANUAL",null,null,null,null,null,null,null,null,null,null,"LTAP"]
[null,null,"Manning's Values",null,null,null,null,null,null,null,"Runoff Coefficients",null,null,null,null,null,null,null,"new runoff coefficients, from Mays 2010 Water Resources Engineering.",null,null,null,null,null,null,null,null,null,null,null,"Flood-Runoff Analysis",null,null,null,null,null,null,null,null,null,"rural ",null,null,null,null,null,null,null,null,null,null,"URBAN",null,null,null,null,null,null,null,null,null,null,"composite runoff"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"surface","25 year"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Asphaltic",0.86,"Asphaltic C=0.86"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Concrete/roof",0.88,"Concrete/roof C=0.88"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Grass, <50% grass area, 0-2% slope",0.4,"Grass, <50% grass area, 0-2% slope C=0.4"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Grass, <50% grass area, 2-7% slope",0.46,"Grass, <50% grass area, 2-7% slope C=0.46"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Grass, <50% grass area, over 7% slope",0.49,"Grass, <50% grass area, over 7% slope C=0.49"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Grass, 50-75% grass area, 0-2% slope",0.34,"Grass, 50-75% grass area, 0-2% slope C=0.34"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Grass, 50-75% grass area, 2-7% slope",0.42,"Grass, 50-75% grass area, 2-7% slope C=0.42"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Grass, 50-75% grass area, over 7% slope",0.46,"Grass, 50-75% grass area, over 7% slope C=0.46"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Grass, over 75% grass area, 0-2% slope",0.28999999999999998,"Grass, over 75% grass area, 0-2% slope C=0.29"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Grass, over 75% grass area, 2-7% slope",0.39,"Grass, over 75% grass area, 2-7% slope C=0.39"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Grass, over 75% grass area, over 7% slope",0.44,"Grass, over 75% grass area, over 7% slope C=0.44"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"cultivated land, 0-2% slope",0.4,"cultivated land, 0-2% slope C=0.4"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"cultivated land, 2-7% slope",0.44,"cultivated land, 2-7% slope C=0.44"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"cultivated land, over 7% slope",0.48,"cultivated land, over 7% slope C=0.48"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"pasture/range, 0-2% slope",0.34,"pasture/range, 0-2% slope C=0.34"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"pasture/range, 2-7% slope",0.42,"pasture/range, 2-7% slope C=0.42"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"pasture/range, over 7% slope",0.46,"pasture/range, over 7% slope C=0.46"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"forest/woodlands, 0-2% slope",0.31,"forest/woodlands, 0-2% slope C=0.31"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"forest/woodlands, 2-7% slope",0.4,"forest/woodlands, 2-7% slope C=0.4"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"forest/woodlands, over 7% slope",0.45,"forest/woodlands, over 7% slope C=0.45"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,"Detention Basin Routing Coefficients"]
[null,null,null,null,null,null,null,null,null,null,null,"Rainfall",null,"Equation Coffficients",null,null,null,null,null,"Runoff Coefficients from TR55"]
[null,null,null,null,null,null,null,null,null,null,null,"Distribution",null,"C0","C1","C2","C3"]
[null,null,null,null,null,null,null,null,null,null,null,"I, IA",null,0.66,-1.76,1.96,-0.73]
[null,null,null,null,null,null,null,null,null,null,null,"II, III",null,0.68200000000000005,-1.43,1.64,-0.80400000000000005]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,"Design Infiltration Rates (fc) for Different Soil Textures Classes"]
[null,null,null,null,null,null,null,null,null,null,null,"(from CNMI Stormwater Manual - Vol. 1, Table 3.5"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,"USDA Soil Texture",null,"fc","fc"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"in/hr","ft/min"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,"Sand",null,8.27,1.15E-2]
[null,null,null,null,null,null,null,null,null,null,null,null,"Loamy Sand",null,2.41,3.3E-3]
[null,null,null,null,null,null,null,null,null,null,null,null,"Sandy Sand",null,1.02,1.4E-3]
[null,"Southern Guam Regression Equations",null,null,null,null,null,null,null,null,null,null,"Loamy Sand",null,0.52,6.9999999999999999E-4]
[null,"Q=10^X*A^Y*I24H2Y^Z",null,null,null,null,null,null,null,null,null,null,"Silt Loam",null,0.27,4.0000000000000002E-4]
["Metric",null,null,null,null,"English",null,null,null,null,null,null,"Sandy Clay Loam",null,0.17,2.0000000000000001E-4]
["Return Period","X","Y","Z",null,"Return Period","X","Y","Z",null,null,null,"Clay Loam",null,0.09,1E-4]
[2,-6.47,0.56100000000000005,3.37,null,2,3.7999999999999999E-2,0.56100000000000005,3.37,null,null,null,"Silty Clay Loam",null,0.06,1E-4]
[5,-6.46,0.57499999999999996,3.44,null,5,0.14899999999999999,0.57499999999999996,3.44,null,null,null,"Sandy Clay",null,0.05,1E-4]
[10,-6.49,0.59599999999999997,3.52,null,10,0.254,0.59599999999999997,3.52,null,null,null,"Silty Clay",null,0.04,1E-4]
[25,-6.51,0.60899999999999999,3.57,null,25,0.307,0.60899999999999999,3.57,null,null,null,"Clay ",null,0.02,0]
[50,-6.55,0.626,3.64,null,50,0.36099999999999999,0.626,3.64]
[100,-6.58,0.63700000000000001,3.68,null,100,0.39500000000000002,0.63700000000000001,3.68]
[250,-6.62,0.64900000000000002,3.72,null,250,0.42499999999999999,0.64900000000000002,3.72,null,null,"Water Quality Volume Distribution in Pond Designs"]
[500,-6.66,0.66400000000000003,3.77,null,500,0.46,0.66400000000000003,3.77,null,null,"(from CNMI Stormwater Manual Volume 1, Table 3.4)"]
[]
["A is in square kilometers, range: 0.681-18.2 square km",null,null,null,null,null,"A is in square miles, range: 0.26293557 - 7.027",null,null,null,null,"Design ","% WQv"]
["I24H2Y is in mm, range: 139-187 mm",null,null,null,null,null,"I24H2Y is in inches",null,null,null,null,"Variation","Permanent Pool",null,"Extended Detention"]
[]
[null,null,null,null,null,null,null,null,null,null,null,"P-1","20% Min",null,"80% Max"]
["Southern Guam Intensity Regression Equations",null,null,null,null,"Northern Guam Intensity Regression Equations",null,null,null,null,null,"P-2",1,null,0]
[null,"Intensity=X*tc^Y",null,null,null,null,"Intensity=X*tc^Y",null,null,null,null,"P-3","50% Min",null,"50% Max"]
["English",null,null,null,null,"English"]
["Return Period","X","Y",null,null,"Return Period","X","Y"]
[100,20.971,-0.47599999999999998,null,null,100,20.971,-0.47599999999999998]
[50,20.04,-0.49199999999999999,null,null,50,20.04,-0.49199999999999999]
[25,19.187000000000001,-0.51200000000000001,null,null,25,19.187000000000001,-0.51200000000000001]
[10,18.085999999999999,-0.54500000000000004,null,null,10,18.085999999999999,-0.54500000000000004]
[3,16.780999999999999,-0.61299999999999999,null,null,3,16.780999999999999,-0.61299999999999999]
[2,16.321999999999999,-0.65100000000000002,null,null,2,16.321999999999999,-0.65100000000000002]
[1,18.591000000000001,-1.0669999999999999,null,null,1,18.591000000000001,-1.0669999999999999]
[]
[]
["24 Hour Rainfall Events for Northern Guam (adapted from Lander, 2004)"]
[]
["Ret. Per.","Exc. Freq.","Ave.24 Hour Rainfall",null,"Ave. Rainfall Rate"]
["(Yrs)","(%)","(inches/24 Hrs)",null,"(inches / Hr)"]
[1,100,3.5,null,0.15]
[2,50,7,null,0.28999999999999998]
[10,10,10,null,0.42]
[25,4,20,null,0.83]
[50,2,27,null,1.1299999999999999]

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[]
[null,null,null,"Hydrologic Soil Groups of Guam",null,null,null,"Typical Design Infiltration Rates for Different Soil Textures (Table 3.5, CNMI Manual, Vol. 1, Sect. 3.2.4.3d)"]
[null,null,null,null,null,null,null,"USDA Soil Texture",null,null,"Infiltration Rate (fc) (in/min)",null,"Infiltration Rate (fc) (in/hr)",null,"Infiltration Rate (fc) (ft/min)",null,"Infiltration Rate (fc) (ft/hr)"]
[]
[null,null,null,"Soil Name","HSG",null,null,"Sand",null,null,{"$f":"$M5/60","v":0.13783333333333334},null,8.27,null,1.15E-2,null,{"$f":"$M5/12","v":0.68916666666666659}]
[null,null,null,null,null,null,null,"Loamy Sand",null,null,{"$f":"$M6/60","v":4.016666666666667E-2},null,2.41,null,3.3E-3,null,{"$f":"$M6/12","v":0.20083333333333334}]
[null,null,null,"Agfayan clay, 15 to 30 percent slopes","D",null,null,"Sandy Loam",null,null,1.7000000000000001E-2,null,1.02,null,1.4E-3,null,8.5000000000000006E-2]
[null,null,null,"Agfayan clay, 30 to 60 percent slopes","D",null,null,"Loam",null,null,8.6666666666666663E-3,null,0.52,null,6.9999999999999999E-4,null,4.3333333333333335E-2]
[null,null,null,"Agfayan-Rock outcrop complex, 7 to 15 percent slopes","D",null,null,"Silt Loam",null,null,4.5000000000000005E-3,null,0.27,null,4.0000000000000002E-4,null,2.2500000000000003E-2]
[null,null,null,"Agfayan-Rock outcrop complex, 15 to 30 percent slopes","D",null,null,"Sandy Clay Loam",null,null,2.8333333333333335E-3,null,0.17,null,2.0000000000000001E-4,null,1.4166666666666668E-2]
[null,null,null,"Agfayan-Rock outcrop complex, 30 to 60 percent slopes","D",null,null,"Clay Loam",null,null,1.5E-3,null,0.09,null,1E-4,null,7.4999999999999997E-3]
[null,null,null,"Agfayan-Akina association, extremely steep","D",null,null,"Silty Clay Loam",null,null,1E-3,null,0.06,null,1E-4,null,5.0000000000000001E-3]
[null,null,null,"Agfayan-Akina association, extremely steep","C",null,null,"Sandy Clay Loam",null,null,8.3333333333333339E-4,null,0.05,null,1E-4,null,4.1666666666666666E-3]
[null,null,null,"Agfayan-Akina-Rock outcrop association, extremely steep","C",null,null,"Silty Clay Loam",null,null,6.6666666666666664E-4,null,0.04,null,1E-4,null,3.3333333333333335E-3]
[null,null,null,"Agfayan-Akina-Rock outcrop association, extremely steep","D",null,null,"Clay Loam",null,null,3.3333333333333332E-4,null,0.02,null,0,null,1.6666666666666668E-3]
[null,null,null,"Akina silty clay, 3 to 7 percent slopes","C"]
[null,null,null,"Akina silty clay 7 to 15 percent slopes","C"]
[null,null,null,"Akina silty clay, 15 to 30 percent slopes","C"]
[null,null,null,"Akina slity clay, 30 to 60 percent slopes","C"]
[null,null,null,"Akina-Agfayan association, steep","D"]
[null,null,null,"Akina-Agfayan association, steep","C"]
[null,null,null,"Akina-Atate slity clays, 0 to 7 percent slopes","C"]
[null,null,null,"Akina-Atate slity clays, 0 to 7 percent slopes","B"]
[null,null,null,"Akina-Atate silty clays, 7 to 15 percent slopes","C"]
[null,null,null,"Akina-Atate silty clays, 7 to 15 percent slopes","B"]
[null,null,null,"Akina-Atate silty clays, 15 to 30 percent slopes","B"]
[null,null,null,"Akina-Atate silty clays, 15 to 30 percent slopes","C"]
[null,null,null,"Akina-Atate silty clays, 30 to 60 percent slopes","C"]
[null,null,null,"Akina-Atate silty clays, 30 to 60 percent slopes","B"]
[null,null,null,"Akina-Atate association, steep","C"]
[null,null,null,"Akina-Atate association, steep","B"]
[null,null,null,"Akina-Badland complex, 7 to 15 percent slopes","C"]
[null,null,null,"Akina-Badland association, steep","C"]
[null,null,null,"Akina-Urban land complex, 0 to 7 percent slopes","C"]
[null,null,null,"Chacha clay, 0 to 5 percent slopes","D"]
[null,null,null,"Chacha variant clay, 0 to 3 percent slopes","C/D"]
[null,null,null,"Guam cobbly clay loam, 3 to 7 percent slopes","D"]
[null,null,null,"Guam cobbly clay loam, 7 to 15 percent slopes","D"]
[null,null,null,"Guam-Saipan complex, 0 to 7 percent slopes","D"]
[null,null,null,"Guam-Saipan complex, 0 to 7 percent slopes","B"]
[null,null,null,"Guam-Urban land complex, 0 to 3 percent slopes","D"]
[null,null,null,"Guam-Yigo complex, 0 to 7 percent slopes","D"]
[null,null,null,"Guam-Yigo complex, 0 to 7 percent slopes","B"]
[null,null,null,"Inarajan clay, 0 to 4 percent slopes","D"]
[null,null,null,"Inarajan sandy clay loam, 0 to 3 percent slopes","D"]
[null,null,null,"Inarajan variant mucky clay, 0 to 3 percent slopes","C/D"]
[null,null,null,"Pulantat clay, 3 to 7 percent slopes","D"]
[null,null,null,"Pulantat clay, 7 to 15 percent slopes","D"]
[null,null,null,"Pulantat clay, 15 to 30 percent slopes","D"]
[null,null,null,"Pulantat clay, 30 to 60 percent slopes","D"]
[null,null,null,"Pulantat-Chacha clays, undulating","D"]
[null,null,null,"Pulantat-Chacha clays, rolling","D"]
[null,null,null,"Pulantat-Kagman clays, 0 to 7 percent slopes","D"]
[null,null,null,"Pulantat-Kagman clays, 0 to 7 percent slopes","C"]
[null,null,null,"Pulantat-Kagman clays, 7 to 15 percent slopes","D"]
[null,null,null,"Pulantat-Kagman clays, 7 to 15 percent slopes","C"]
[null,null,null,"Pulantat-Urban land complex, 0 to 7 percent slopes","D"]
[null,null,null,"Pulantat-Urban land complex, 7 to 15 percent slopes","D"]
[null,null,null,"Ritidian-Rock outcrop complex, 3 to 15 percent slopes","D"]
[null,null,null,"Ritidian-Rock outcrop complex, 15 to 60 percent slopes","D"]
[null,null,null,"Rock outcrop-Ritidian complex, 60 to 99 percent slopes","D"]
[null,null,null,"Sasalaguan clay, 7 to 15 percent slopes"]
[null,null,null,"Shioya loamy sand, 0 to 5 percent slopes","A"]
[null,null,null,"Togcha-Akina silty clays, 3 to 7 percent slopes","B"]
[null,null,null,"Togcha-Akina silty clays, 3 to 7 percent slopes","C"]
[null,null,null,"Togcha-Akina silty clays, 7 to 15 percent slopes","B"]
[null,null,null,"Togcha-Akina silty clays, 7 to 15 percent slopes","C"]
[null,null,null,"Togcha-Ylig complex, 3 to 7 percent slopes","B"]
[null,null,null,"Togcha-Ylig complex, 3 to 7 percent slopes","C"]
[null,null,null,"Togcha-Ylig complex, 7 to 15 percent slopes","C"]
[null,null,null,"Togcha-Ylig complex, 7 to 15 percent slopes","B"]
[null,null,null,"Troposaprists, 0 to 1 percent slopes","B/D"]
[null,null,null,"Urban land-Ustorthents complex, nearly level"]
[null,null,null,"Ylig clay, 0 to 3 percent slopes","C"]
[null,null,null,"Ylig clay, 3 to 7 percent slopes","C"]
[null,null,null,"Akina-Badland complex, 30 to 60 percent slopes, MLRA 192","C"]
[null,null,null,"Akina-Badland complex, 15 to 30 percent slopes, MLRA 192","C"]

{"sheet":"Help","index":13,"n_rows":70,"n_cols":1,"rows_kept":70,"cut":false,"hidden":false,"merged":[]}
["TR55 PEAK RUNOFF CALCULATION"]
["GRAPHICAL METHOD"]
[]
["This spreadsheet computes peak flow runoff from a watershed using the graphical method"]
["found in TR55, Urban Hydrology for Small Watersheds.  "]
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[]
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["You will need to input data regarding the area(s) you are draining to a point,"]
["such as drainage area, channel shapes and slopes, and soil hydrologic group,"]
[" to arrive at peak flow rates. You can then print out the peak flow rates."]
[]
["Inputs"]
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["You must first determine the composite runoff curve number for the area "]
["by clicking on the RCN Data button and then entering areas, in acres, for each of the"]
["land uses and hydrologic soil groups represented in the drainage area.  Once you"]
["have filled in the appropriate entries, click on the Finished button at the bottom and"]
["you will be returned to the runoff table area.  If you need help on determining the "]
["correct hydrologic soil group, select the \"SOILS\"  tab.  This gives information"]
["about obtaining HSG data from the NRCS Web Soil Survey.  After filling in the RCN"]
["table with the appropriate areas and clicking on the \"Finished\" button, you will notice"]
["that the drainage area and the runoff curve number will be automatically filled in"]
["for you form the information given in the RCN table.  Optionally, you can enter the area"]
["and RCN number manually.  CAUTION:  if you do this, be careful not to save this "]
["worksheet over your master copy, or you will copy over some equations."]
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["Time of Concentration"]
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["To calculate the time of concentration, you will need to click on the Go To Tc Table"]
["Button.  This will take you to a page for inputting values for sheet flow, shallow"]
["concentrated flow, and open channel flows. You will need to enter the length, slope,"]
["and surface codes for sheet and shallow concentrated flows.  Lengths for sheet flow"]
[" are usually limited to 300'. For open channel flow, you will need to enter the length"]
["and slope of the channel, and also the mannings' \"N\" value, area, and wetted"]
["perimeter.  When you are finished with these inputs, click on the FINISHED button"]
["to return to the runoff computation page.  The input should be complete now."]
["The bottom line of the table gives you the peak flow rates, in cubic feet per second,"]
[" for each of the design storms.  "]
[]
[" At this point you are able to print out the runoff computations, runoff"]
["curve number table, and the travel time computation pages by clicking on the "]
["appropriate buttons."]
[]
["Hydrologic Soils Data"]
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["Hydrologic soil groups vary depending on location.  This may mean that two soils "]
["with the same mapping units, but in different counties may have different hydrologic soil types.  "]
[]
[]
[]
["Acknowledgements"]
[]
["The TR55 worksheets were originally designed by Dennis Biddick of the Wisconsin Department of"]
["Agriculture, Trade and Consumer Protection and Jeremy Balousek of the Dane County  "]
["Land Conservation Department.  Version 1.99 was released in Jan. 1999. "]
["Revised April 2005.  By NRCS SO staff"]
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["This workbook was adapted for use by the Territory of Guam by Paul Murawski, US Army Corps of Engineers,"]
["Honolulu District."]