------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ========================================================================================== ==== Basins ============================================================================== ========================================================================================== Name: Basin B-11 Node: B-11 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.343 Time Shift(hrs): 0.00 Curve Number: 87.72 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin 1 Node: DDA 1 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 12.00 Area(ac): 4.051 Time Shift(hrs): 0.00 Curve Number: 88.49 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin 11 Node: Basin 11 Node Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 12.00 Area(ac): 4.653 Time Shift(hrs): 0.00 Curve Number: 98.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin 13 Node: Basin 13 Node Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 12.00 Area(ac): 2.141 Time Shift(hrs): 0.00 Curve Number: 98.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin 16 (N) Node: Cons Area Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 12.00 Area(ac): 11.321 Time Shift(hrs): 0.00 Curve Number: 69.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin 16 (S) Node: Dry Det Swale Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 12.00 Area(ac): 8.752 Time Shift(hrs): 0.00 Curve Number: 71.12 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin 2 Node: Basin 2 Node Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 20.00 Area(ac): 5.079 Time Shift(hrs): 0.00 Curve Number: 69.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin 4 Node: Basin 4 Node Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.697 Time Shift(hrs): 0.00 Curve Number: 98.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin 6a Node: Basin 6a Node Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.040 Time Shift(hrs): 0.00 Curve Number: 83.05 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin 6b Node: Basin 6b Node Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.510 Time Shift(hrs): 0.00 Curve Number: 92.80 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin 8 (C-3) Node: C-3 Structure Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.583 Time Shift(hrs): 0.00 Curve Number: 69.13 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin 9 Node: Basin 9 Node Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 1.033 Time Shift(hrs): 0.00 Curve Number: 98.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin A-10 Node: A-10 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.151 Time Shift(hrs): 0.00 Curve Number: 98.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin A-11 Node: A-11 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.074 Time Shift(hrs): 0.00 Curve Number: 94.76 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin A-12 Node: A-12 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.064 Time Shift(hrs): 0.00 Curve Number: 94.70 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin A-13 Node: A-13 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.065 Time Shift(hrs): 0.00 Curve Number: 94.70 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin A-14 Node: A-14 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.108 Time Shift(hrs): 0.00 Curve Number: 94.17 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin A-15 Node: A-15 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.113 Time Shift(hrs): 0.00 Curve Number: 98.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin A-16 Node: A-16 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.142 Time Shift(hrs): 0.00 Curve Number: 98.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin A-2 Node: A-2 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.060 Time Shift(hrs): 0.00 Curve Number: 98.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin A-3 Node: A-3 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.082 Time Shift(hrs): 0.00 Curve Number: 98.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin A-4 Node: A-4 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.081 Time Shift(hrs): 0.00 Curve Number: 96.89 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin A-5 Node: A-5 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.142 Time Shift(hrs): 0.00 Curve Number: 92.87 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin A-6 Node: A-6 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.123 Time Shift(hrs): 0.00 Curve Number: 90.92 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin A-7 Node: A-7 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.190 Time Shift(hrs): 0.00 Curve Number: 96.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin A-8 Node: A-8 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.116 Time Shift(hrs): 0.00 Curve Number: 98.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin A-9 Node: A-9 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.132 Time Shift(hrs): 0.00 Curve Number: 98.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin B-10 Node: B-10 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.434 Time Shift(hrs): 0.00 Curve Number: 97.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin B-12 Node: B-12 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.391 Time Shift(hrs): 0.00 Curve Number: 89.37 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin B-14 Node: B-14 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.184 Time Shift(hrs): 0.00 Curve Number: 95.02 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin B-2 Node: B-2 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.128 Time Shift(hrs): 0.00 Curve Number: 91.37 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin B-3 Node: B-3 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.156 Time Shift(hrs): 0.00 Curve Number: 90.55 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin B-4 Node: B-4 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.155 Time Shift(hrs): 0.00 Curve Number: 93.83 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin B-6 Node: B-6 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.163 Time Shift(hrs): 0.00 Curve Number: 79.84 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin B-7 Node: B-7 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.190 Time Shift(hrs): 0.00 Curve Number: 89.50 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin B-8 Node: B-8 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.128 Time Shift(hrs): 0.00 Curve Number: 82.70 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin B-9 Node: B-9 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.198 Time Shift(hrs): 0.00 Curve Number: 86.88 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin D-2 Node: D-2 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.107 Time Shift(hrs): 0.00 Curve Number: 91.02 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin D-3 Node: D-3 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.131 Time Shift(hrs): 0.00 Curve Number: 91.55 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin D-4 Node: D-4 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.136 Time Shift(hrs): 0.00 Curve Number: 93.39 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin D-5 Node: D-5 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.181 Time Shift(hrs): 0.00 Curve Number: 93.49 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin D-7 Node: D-7 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.136 Time Shift(hrs): 0.00 Curve Number: 94.06 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin D-8 Node: D-8 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.135 Time Shift(hrs): 0.00 Curve Number: 95.03 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin D-9 Node: D-9 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.053 Time Shift(hrs): 0.00 Curve Number: 95.94 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin E-10 Node: E-10 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.260 Time Shift(hrs): 0.00 Curve Number: 83.45 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin E-11 Node: E-11 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.371 Time Shift(hrs): 0.00 Curve Number: 98.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin E-2 Node: E-2 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.103 Time Shift(hrs): 0.00 Curve Number: 90.21 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin E-3 Node: E-3 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.193 Time Shift(hrs): 0.00 Curve Number: 87.44 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin E-4 Node: E-4 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.152 Time Shift(hrs): 0.00 Curve Number: 97.60 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin E-5 Node: E-5 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.186 Time Shift(hrs): 0.00 Curve Number: 85.46 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin E-6 Node: E-6 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.178 Time Shift(hrs): 0.00 Curve Number: 81.34 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin E-7 Node: E-7 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.246 Time Shift(hrs): 0.00 Curve Number: 78.45 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin E-8 Node: E-8 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 1.756 Time Shift(hrs): 0.00 Curve Number: 84.76 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin E-9 Node: E-9 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.163 Time Shift(hrs): 0.00 Curve Number: 86.45 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin F-10 Node: F-10 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.201 Time Shift(hrs): 0.00 Curve Number: 83.74 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin F-11 Node: F-11 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.121 Time Shift(hrs): 0.00 Curve Number: 98.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin F-12 Node: F-12 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.255 Time Shift(hrs): 0.00 Curve Number: 79.64 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin F-13 Node: F-13 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.095 Time Shift(hrs): 0.00 Curve Number: 98.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin F-2,3,4 Node: F-2,3,4 Swale Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.291 Time Shift(hrs): 0.00 Curve Number: 70.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin F-5 Node: F-5 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.153 Time Shift(hrs): 0.00 Curve Number: 86.36 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin F-6 Node: F-6 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.188 Time Shift(hrs): 0.00 Curve Number: 95.47 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin F-7 Node: F-7 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.257 Time Shift(hrs): 0.00 Curve Number: 96.45 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin G-2 Node: G-2 Swale Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 1.418 Time Shift(hrs): 0.00 Curve Number: 83.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin I-2 Node: I-2 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.190 Time Shift(hrs): 0.00 Curve Number: 98.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin J-2 Node: J-2 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.137 Time Shift(hrs): 0.00 Curve Number: 98.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin J-3 Node: J-3 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.350 Time Shift(hrs): 0.00 Curve Number: 78.97 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin L-3 Node: L-3 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.363 Time Shift(hrs): 0.00 Curve Number: 74.39 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin M-1/J-4 Node: M-1/J-4 Swale Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.611 Time Shift(hrs): 0.00 Curve Number: 69.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin M-2 Node: M-2 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.368 Time Shift(hrs): 0.00 Curve Number: 81.20 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin N-1/B-13 Node: N-1/B-13 Swale Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.723 Time Shift(hrs): 0.00 Curve Number: 69.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin N-2 Node: N-2 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.100 Time Shift(hrs): 0.00 Curve Number: 69.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin N-3 Node: N-3 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.149 Time Shift(hrs): 0.00 Curve Number: 69.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin N-4 Node: N-4 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.493 Time Shift(hrs): 0.00 Curve Number: 89.69 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin V Swale Node: V Swale Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 2.309 Time Shift(hrs): 0.00 Curve Number: 78.02 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin V-1 Node: V-1 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.503 Time Shift(hrs): 0.00 Curve Number: 90.16 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin V-2 Node: V-2 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.651 Time Shift(hrs): 0.00 Curve Number: 82.01 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Basin V-3 Node: V-3 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.296 Time Shift(hrs): 0.00 Curve Number: 97.50 Max Allowable Q(cfs): 999999.000 DCIA(%): 100.00 ---------------------------------------------------------------------------------------------------- Name: Basin V-4 Node: V-4 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.450 Time Shift(hrs): 0.00 Curve Number: 98.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 100.00 ---------------------------------------------------------------------------------------------------- Name: Basin V-5 Node: V-5 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.480 Time Shift(hrs): 0.00 Curve Number: 98.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 100.00 ---------------------------------------------------------------------------------------------------- Name: Basin V-6 Node: V-6 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.540 Time Shift(hrs): 0.00 Curve Number: 91.20 Max Allowable Q(cfs): 999999.000 DCIA(%): 90.00 ---------------------------------------------------------------------------------------------------- Name: BasinD-6 Node: D-6 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.112 Time Shift(hrs): 0.00 Curve Number: 92.98 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: BasinF-8 Node: F-8 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.331 Time Shift(hrs): 0.00 Curve Number: 96.53 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Bypass Swale Node: Bypass Swale Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 72.00 Rainfall Amount(in): 13.200 Time of Conc(min): 10.00 Area(ac): 0.630 Time Shift(hrs): 0.00 Curve Number: 69.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ========================================================================================== ==== Nodes =============================================================================== ========================================================================================== Name: A-10 Base Flow(cfs): 0.000 Init Stage(ft): 20.040 Group: BASE Warn Stage(ft): 22.800 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 20.040 0.0001 20.500 0.0001 22.800 0.0001 ------------------------------------------------------------------------------------------ Name: A-11 Base Flow(cfs): 0.000 Init Stage(ft): 19.340 Group: BASE Warn Stage(ft): 23.400 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 19.340 0.0004 20.500 0.0004 21.500 0.0004 22.900 0.0004 ------------------------------------------------------------------------------------------ Name: A-12 Base Flow(cfs): 0.000 Init Stage(ft): 19.460 Group: BASE Warn Stage(ft): 23.400 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 19.460 0.0004 20.500 0.0004 21.500 0.0004 22.900 0.0004 ------------------------------------------------------------------------------------------ Name: A-13 Base Flow(cfs): 0.000 Init Stage(ft): 19.580 Group: BASE Warn Stage(ft): 23.400 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 19.580 0.0004 20.500 0.0004 21.500 0.0004 22.900 0.0004 ------------------------------------------------------------------------------------------ Name: A-14 Base Flow(cfs): 0.000 Init Stage(ft): 19.700 Group: BASE Warn Stage(ft): 23.400 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 19.700 0.0004 20.500 0.0004 21.500 0.0004 22.900 0.0004 ------------------------------------------------------------------------------------------ Name: A-15 Base Flow(cfs): 0.000 Init Stage(ft): 19.820 Group: BASE Warn Stage(ft): 23.430 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 19.820 0.0004 20.500 0.0004 21.500 0.0004 22.930 0.0004 ------------------------------------------------------------------------------------------ Name: A-16 Base Flow(cfs): 0.000 Init Stage(ft): 19.940 Group: BASE Warn Stage(ft): 23.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 19.940 0.0001 20.500 0.0001 23.000 0.0001 ------------------------------------------------------------------------------------------ Name: A-2 Base Flow(cfs): 0.000 Init Stage(ft): 19.090 Group: BASE Warn Stage(ft): 23.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 19.090 0.0005 20.500 0.0005 23.000 0.0005 ------------------------------------------------------------------------------------------ Name: A-3 Base Flow(cfs): 0.000 Init Stage(ft): 19.210 Group: BASE Warn Stage(ft): 23.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 19.210 0.0006 20.500 0.0006 21.500 0.0006 23.000 0.0006 ------------------------------------------------------------------------------------------ Name: A-4 Base Flow(cfs): 0.000 Init Stage(ft): 19.320 Group: BASE Warn Stage(ft): 23.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 19.320 0.0004 20.500 0.0004 21.500 0.0004 22.500 0.0004 ------------------------------------------------------------------------------------------ Name: A-5 Base Flow(cfs): 0.000 Init Stage(ft): 19.440 Group: BASE Warn Stage(ft): 22.940 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 19.440 0.0004 20.500 0.0004 21.500 0.0004 22.440 0.0004 ------------------------------------------------------------------------------------------ Name: A-6 Base Flow(cfs): 0.000 Init Stage(ft): 19.560 Group: BASE Warn Stage(ft): 22.940 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 19.560 0.0004 20.500 0.0004 21.500 0.0004 22.440 0.0004 ------------------------------------------------------------------------------------------ Name: A-7 Base Flow(cfs): 0.000 Init Stage(ft): 19.680 Group: BASE Warn Stage(ft): 22.940 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 19.680 0.0004 20.500 0.0004 21.500 0.0004 22.440 0.0004 ------------------------------------------------------------------------------------------ Name: A-8 Base Flow(cfs): 0.000 Init Stage(ft): 19.800 Group: BASE Warn Stage(ft): 23.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 19.800 0.0001 20.500 0.0001 23.000 0.0001 ------------------------------------------------------------------------------------------ Name: A-9 Base Flow(cfs): 0.000 Init Stage(ft): 19.920 Group: BASE Warn Stage(ft): 23.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 19.920 0.0001 20.500 0.0001 23.000 0.0001 ------------------------------------------------------------------------------------------ Name: B-10 Base Flow(cfs): 0.000 Init Stage(ft): 20.100 Group: BASE Warn Stage(ft): 23.200 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 20.100 0.0006 22.000 0.0006 22.700 0.0006 ------------------------------------------------------------------------------------------ Name: B-11 Base Flow(cfs): 0.000 Init Stage(ft): 20.240 Group: BASE Warn Stage(ft): 23.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 20.240 0.0006 22.000 0.0006 23.000 0.0006 ------------------------------------------------------------------------------------------ Name: B-12 Base Flow(cfs): 0.000 Init Stage(ft): 20.430 Group: BASE Warn Stage(ft): 23.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 20.430 0.0001 21.500 0.0001 23.600 0.0001 ------------------------------------------------------------------------------------------ Name: B-14 Base Flow(cfs): 0.000 Init Stage(ft): 19.470 Group: BASE Warn Stage(ft): 22.900 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 19.470 0.0001 21.000 0.0001 22.000 0.0001 ------------------------------------------------------------------------------------------ Name: B-2 Base Flow(cfs): 0.000 Init Stage(ft): 19.090 Group: BASE Warn Stage(ft): 22.880 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 19.090 0.0005 21.000 0.0005 22.380 0.0005 ------------------------------------------------------------------------------------------ Name: B-3 Base Flow(cfs): 0.000 Init Stage(ft): 19.210 Group: BASE Warn Stage(ft): 23.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 19.210 0.0005 21.000 0.0005 22.500 0.0005 ------------------------------------------------------------------------------------------ Name: B-4 Base Flow(cfs): 0.000 Init Stage(ft): 19.310 Group: BASE Warn Stage(ft): 23.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 19.310 0.0005 21.000 0.0005 22.500 0.0005 ------------------------------------------------------------------------------------------ Name: B-5 Base Flow(cfs): 0.000 Init Stage(ft): 19.410 Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 23.300 Type: Manhole, Flat Floor Stage(ft) Area(ac) --------------- --------------- 19.410 0.0007 21.500 0.0007 23.300 0.0007 ------------------------------------------------------------------------------------------ Name: B-6 Base Flow(cfs): 0.000 Init Stage(ft): 19.500 Group: BASE Warn Stage(ft): 23.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 19.500 0.0005 21.000 0.0005 22.500 0.0005 ------------------------------------------------------------------------------------------ Name: B-7 Base Flow(cfs): 0.000 Init Stage(ft): 19.650 Group: BASE Warn Stage(ft): 23.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 19.650 0.0005 21.000 0.0005 22.500 0.0005 ------------------------------------------------------------------------------------------ Name: B-8 Base Flow(cfs): 0.000 Init Stage(ft): 19.770 Group: BASE Warn Stage(ft): 23.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 19.770 0.0005 21.000 0.0005 22.500 0.0005 ------------------------------------------------------------------------------------------ Name: B-9 Base Flow(cfs): 0.000 Init Stage(ft): 19.930 Group: BASE Warn Stage(ft): 23.150 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 19.930 0.0006 21.000 0.0006 22.650 0.0006 ------------------------------------------------------------------------------------------ Name: Basin 11 Node Base Flow(cfs): 0.000 Init Stage(ft): 100.000 Group: BASE Warn Stage(ft): 101.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 100.000 4.6530 101.000 4.6530 ------------------------------------------------------------------------------------------ Name: Basin 13 Node Base Flow(cfs): 0.000 Init Stage(ft): 80.000 Group: BASE Warn Stage(ft): 81.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 80.000 2.1400 81.000 2.1400 ------------------------------------------------------------------------------------------ Name: Basin 2 Node Base Flow(cfs): 21.990 Init Stage(ft): 17.500 Group: BASE Warn Stage(ft): 21.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 17.500 2.0300 21.000 5.0700 ------------------------------------------------------------------------------------------ Name: Basin 2 Sink Base Flow(cfs): 0.000 Init Stage(ft): 18.000 Group: BASE Warn Stage(ft): 22.000 Type: Time/Stage Time(hrs) Stage(ft) --------------- --------------- 0.00 18.000 360.00 18.000 ------------------------------------------------------------------------------------------ Name: Basin 4 Node Base Flow(cfs): 0.000 Init Stage(ft): 46.000 Group: BASE Warn Stage(ft): 47.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 46.000 0.6970 47.000 0.6970 ------------------------------------------------------------------------------------------ Name: Basin 6a Node Base Flow(cfs): 0.000 Init Stage(ft): 16.810 Group: BASE Warn Stage(ft): 22.180 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 16.810 0.0001 20.000 0.0001 22.000 0.0001 ------------------------------------------------------------------------------------------ Name: Basin 6b Node Base Flow(cfs): 0.000 Init Stage(ft): 17.520 Group: BASE Warn Stage(ft): 21.490 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 17.520 0.0003 21.490 0.0003 ------------------------------------------------------------------------------------------ Name: Basin 9 Node Base Flow(cfs): 0.000 Init Stage(ft): 76.000 Group: BASE Warn Stage(ft): 77.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 76.000 1.0335 77.000 1.0335 ------------------------------------------------------------------------------------------ Name: Bdry basin6 Base Flow(cfs): 0.000 Init Stage(ft): 16.500 Group: BASE Warn Stage(ft): 21.000 Type: Time/Stage Time(hrs) Stage(ft) --------------- --------------- 0.00 16.500 360.00 16.500 ------------------------------------------------------------------------------------------ Name: Boundary Base Flow(cfs): 0.000 Init Stage(ft): 16.500 Group: BASE Warn Stage(ft): 17.000 Type: Time/Stage Time(hrs) Stage(ft) --------------- --------------- 0.00 16.500 360.00 16.500 ------------------------------------------------------------------------------------------ Name: Bypass Swale Base Flow(cfs): 0.000 Init Stage(ft): 19.000 Group: BASE Warn Stage(ft): 22.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 19.000 0.1456 20.000 0.2833 21.000 0.4232 22.000 0.5639 22.500 0.6354 ------------------------------------------------------------------------------------------ Name: C-2 Structure Base Flow(cfs): 0.000 Init Stage(ft): 19.260 Group: BASE Warn Stage(ft): 24.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 19.260 0.0005 21.500 0.0005 22.500 0.0005 23.500 0.0005 ------------------------------------------------------------------------------------------ Name: C-3 Structure Base Flow(cfs): 0.000 Init Stage(ft): 19.490 Group: BASE Warn Stage(ft): 23.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 19.490 0.0003 21.000 0.0003 23.000 0.0003 23.500 0.0003 ------------------------------------------------------------------------------------------ Name: C-5 Structure Base Flow(cfs): 0.000 Init Stage(ft): 19.260 Group: BASE Warn Stage(ft): 24.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 19.260 0.0005 21.500 0.0005 22.500 0.0005 23.500 0.0005 ------------------------------------------------------------------------------------------ Name: CBC F1 Base Flow(cfs): 0.000 Init Stage(ft): 18.020 Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 21.050 Type: Manhole, Flat Floor Stage(ft) Area(ac) --------------- --------------- 18.020 0.0001 21.050 0.0001 ------------------------------------------------------------------------------------------ Name: CBC F2 Base Flow(cfs): 0.000 Init Stage(ft): 17.990 Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 20.990 Type: Manhole, Flat Floor Stage(ft) Area(ac) --------------- --------------- 17.990 0.0001 20.990 0.0001 ------------------------------------------------------------------------------------------ Name: CBC F3 Base Flow(cfs): 0.000 Init Stage(ft): 17.870 Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 20.870 Type: Manhole, Flat Floor Stage(ft) Area(ac) --------------- --------------- 17.870 0.0001 20.870 0.0001 ------------------------------------------------------------------------------------------ Name: CBC F4 Base Flow(cfs): 0.000 Init Stage(ft): 17.720 Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 20.720 Type: Manhole, Flat Floor Stage(ft) Area(ac) --------------- --------------- 17.720 0.0001 20.720 0.0001 ------------------------------------------------------------------------------------------ Name: CBC F5 Base Flow(cfs): 0.000 Init Stage(ft): 17.650 Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 20.660 Type: Manhole, Flat Floor Stage(ft) Area(ac) --------------- --------------- 17.650 0.0001 20.660 0.0001 ------------------------------------------------------------------------------------------ Name: CBC F6 Base Flow(cfs): 0.000 Init Stage(ft): 17.510 Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 20.510 Type: Manhole, Flat Floor Stage(ft) Area(ac) --------------- --------------- 17.510 0.0001 20.510 0.0001 ------------------------------------------------------------------------------------------ Name: CBC L1 Base Flow(cfs): 0.000 Init Stage(ft): 17.130 Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 20.130 Type: Manhole, Flat Floor Stage(ft) Area(ac) --------------- --------------- ------------------------------------------------------------------------------------------ Name: CBC L2 Base Flow(cfs): 0.000 Init Stage(ft): 16.800 Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 20.000 Type: Manhole, Flat Floor Stage(ft) Area(ac) --------------- --------------- ------------------------------------------------------------------------------------------ Name: Cons Area Base Flow(cfs): 0.000 Init Stage(ft): 16.000 Group: BASE Warn Stage(ft): 22.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 16.000 0.7000 17.000 1.2400 19.000 2.5100 21.000 3.1000 ------------------------------------------------------------------------------------------ Name: Cons Area Sink Base Flow(cfs): 0.000 Init Stage(ft): 18.000 Group: BASE Warn Stage(ft): 22.500 Type: Time/Stage Time(hrs) Stage(ft) --------------- --------------- 0.00 18.000 360.00 18.000 ------------------------------------------------------------------------------------------ Name: D-2 Base Flow(cfs): 0.000 Init Stage(ft): 19.090 Group: BASE Warn Stage(ft): 22.880 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 19.090 0.0004 20.500 0.0004 21.500 0.0004 22.380 0.0004 ------------------------------------------------------------------------------------------ Name: D-3 Base Flow(cfs): 0.000 Init Stage(ft): 19.210 Group: BASE Warn Stage(ft): 23.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 19.210 0.0001 20.500 0.0001 23.000 0.0001 ------------------------------------------------------------------------------------------ Name: D-4 Base Flow(cfs): 0.000 Init Stage(ft): 19.320 Group: BASE Warn Stage(ft): 23.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 19.320 0.0001 20.500 0.0001 23.000 0.0001 ------------------------------------------------------------------------------------------ Name: D-5 Base Flow(cfs): 0.000 Init Stage(ft): 19.420 Group: BASE Warn Stage(ft): 23.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 19.420 0.0001 20.500 0.0001 23.000 0.0001 ------------------------------------------------------------------------------------------ Name: D-6 Base Flow(cfs): 0.000 Init Stage(ft): 19.220 Group: BASE Warn Stage(ft): 22.880 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 19.220 0.0003 20.500 0.0003 21.500 0.0003 22.380 0.0003 ------------------------------------------------------------------------------------------ Name: D-7 Base Flow(cfs): 0.000 Init Stage(ft): 19.250 Group: BASE Warn Stage(ft): 23.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 19.250 0.0001 20.500 0.0001 23.000 0.0001 ------------------------------------------------------------------------------------------ Name: D-8 Base Flow(cfs): 0.000 Init Stage(ft): 19.350 Group: BASE Warn Stage(ft): 23.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 19.350 0.0001 20.500 0.0001 23.000 0.0001 ------------------------------------------------------------------------------------------ Name: D-9 Base Flow(cfs): 0.000 Init Stage(ft): 19.430 Group: BASE Warn Stage(ft): 23.100 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 19.430 0.0001 20.500 0.0001 23.100 0.0001 ------------------------------------------------------------------------------------------ Name: DDA 1 Base Flow(cfs): 0.000 Init Stage(ft): 17.000 Group: BASE Warn Stage(ft): 23.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 17.000 0.0450 20.000 0.3300 21.000 0.3910 22.000 0.4546 23.000 0.5200 ------------------------------------------------------------------------------------------ Name: Dry Det Sink Base Flow(cfs): 0.000 Init Stage(ft): 19.000 Group: BASE Warn Stage(ft): 22.500 Type: Time/Stage Time(hrs) Stage(ft) --------------- --------------- 0.00 19.000 360.00 19.000 ------------------------------------------------------------------------------------------ Name: Dry Det Swale Base Flow(cfs): 0.000 Init Stage(ft): 17.400 Group: BASE Warn Stage(ft): 22.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 17.400 0.0299 19.000 1.1312 21.000 1.6630 22.000 1.9329 22.500 2.0688 ------------------------------------------------------------------------------------------ Name: E-10 Base Flow(cfs): 0.000 Init Stage(ft): 19.890 Group: BASE Warn Stage(ft): 22.610 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 0.000 0.0003 19.890 0.0003 21.200 0.0003 ------------------------------------------------------------------------------------------ Name: E-11 Base Flow(cfs): 0.000 Init Stage(ft): 20.110 Group: BASE Warn Stage(ft): 23.300 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 20.110 0.0003 21.500 0.0003 22.800 0.0003 ------------------------------------------------------------------------------------------ Name: E-2 Base Flow(cfs): 0.000 Init Stage(ft): 19.090 Group: BASE Warn Stage(ft): 22.900 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 19.090 0.0003 20.500 0.0003 21.500 0.0003 22.400 0.0003 ------------------------------------------------------------------------------------------ Name: E-3 Base Flow(cfs): 0.000 Init Stage(ft): 19.210 Group: BASE Warn Stage(ft): 23.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 19.210 0.0003 21.000 0.0003 22.000 0.0003 22.500 0.0003 ------------------------------------------------------------------------------------------ Name: E-4 Base Flow(cfs): 0.000 Init Stage(ft): 19.310 Group: BASE Warn Stage(ft): 23.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 19.310 0.0004 20.500 0.0004 21.500 0.0004 22.500 0.0004 ------------------------------------------------------------------------------------------ Name: E-5 Base Flow(cfs): 0.000 Init Stage(ft): 19.440 Group: BASE Warn Stage(ft): 22.950 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 19.440 0.0003 21.000 0.0003 22.500 0.0003 ------------------------------------------------------------------------------------------ Name: E-6 Base Flow(cfs): 0.000 Init Stage(ft): 19.590 Group: BASE Warn Stage(ft): 22.950 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 19.590 0.0003 21.000 0.0003 22.500 0.0003 ------------------------------------------------------------------------------------------ Name: E-7 Base Flow(cfs): 0.000 Init Stage(ft): 19.740 Group: BASE Warn Stage(ft): 22.950 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 19.740 0.0003 21.000 0.0003 22.500 0.0003 ------------------------------------------------------------------------------------------ Name: E-8 Base Flow(cfs): 0.000 Init Stage(ft): 20.000 Group: BASE Warn Stage(ft): 22.860 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 20.000 0.1027 21.000 0.1328 22.000 0.1661 22.500 0.1844 ------------------------------------------------------------------------------------------ Name: E-8 Sink Base Flow(cfs): 0.000 Init Stage(ft): 20.000 Group: BASE Warn Stage(ft): 22.500 Type: Time/Stage Time(hrs) Stage(ft) --------------- --------------- 0.00 20.000 360.00 20.000 ------------------------------------------------------------------------------------------ Name: E-9 Base Flow(cfs): 0.000 Init Stage(ft): 19.440 Group: BASE Warn Stage(ft): 23.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 19.440 0.0001 21.000 0.0001 23.000 0.0001 ------------------------------------------------------------------------------------------ Name: F-10 Base Flow(cfs): 0.000 Init Stage(ft): 17.780 Group: BASE Warn Stage(ft): 22.610 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 17.780 0.0003 20.500 0.0003 22.110 0.0003 ------------------------------------------------------------------------------------------ Name: F-11 Base Flow(cfs): 0.000 Init Stage(ft): 18.450 Group: BASE Warn Stage(ft): 27.050 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 18.450 0.0003 24.500 0.0003 26.550 0.0003 ------------------------------------------------------------------------------------------ Name: F-12 Base Flow(cfs): 0.000 Init Stage(ft): 22.080 Group: BASE Warn Stage(ft): 27.960 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 22.080 0.0003 25.000 0.0003 27.460 0.0003 ------------------------------------------------------------------------------------------ Name: F-13 Base Flow(cfs): 0.000 Init Stage(ft): 18.120 Group: BASE Warn Stage(ft): 22.300 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 18.120 0.0003 20.500 0.0003 21.800 0.0003 ------------------------------------------------------------------------------------------ Name: F-2,3,4 Swale Base Flow(cfs): 0.000 Init Stage(ft): 17.000 Group: BASE Warn Stage(ft): 22.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 17.000 0.0181 19.000 0.0522 21.000 0.0956 22.000 0.1197 ------------------------------------------------------------------------------------------ Name: F-5 Base Flow(cfs): 0.000 Init Stage(ft): 17.540 Group: BASE Warn Stage(ft): 22.800 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 17.540 0.0003 20.500 0.0003 22.300 0.0003 ------------------------------------------------------------------------------------------ Name: F-6 Base Flow(cfs): 0.000 Init Stage(ft): 17.690 Group: BASE Warn Stage(ft): 23.430 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 17.690 0.0003 20.500 0.0003 22.930 0.0003 ------------------------------------------------------------------------------------------ Name: F-7 Base Flow(cfs): 0.000 Init Stage(ft): 17.760 Group: BASE Warn Stage(ft): 22.350 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 17.760 0.0003 20.500 0.0003 21.850 0.0003 ------------------------------------------------------------------------------------------ Name: F-8 Base Flow(cfs): 0.000 Init Stage(ft): 17.910 Group: BASE Warn Stage(ft): 22.540 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 17.910 0.0003 20.500 0.0003 22.040 0.0003 ------------------------------------------------------------------------------------------ Name: F-9 Base Flow(cfs): 0.000 Init Stage(ft): 18.070 Group: BASE Warn Stage(ft): 22.300 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 18.070 0.0003 20.500 0.0003 21.800 0.0003 ------------------------------------------------------------------------------------------ Name: G-2 Sink Base Flow(cfs): 0.000 Init Stage(ft): 35.000 Group: BASE Warn Stage(ft): 37.000 Type: Time/Stage Time(hrs) Stage(ft) --------------- --------------- 0.00 35.000 360.00 35.000 ------------------------------------------------------------------------------------------ Name: G-2 Swale Base Flow(cfs): 0.000 Init Stage(ft): 21.170 Group: BASE Warn Stage(ft): 37.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 35.000 0.1099 36.000 0.2338 37.000 0.3686 ------------------------------------------------------------------------------------------ Name: I-2 Base Flow(cfs): 0.000 Init Stage(ft): 19.040 Group: BASE Warn Stage(ft): 22.050 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 19.040 0.0003 20.500 0.0003 21.800 0.0003 ------------------------------------------------------------------------------------------ Name: J-2 Base Flow(cfs): 0.000 Init Stage(ft): 19.030 Group: BASE Warn Stage(ft): 22.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 19.030 0.0003 20.200 0.0003 22.300 0.0003 ------------------------------------------------------------------------------------------ Name: J-3 Base Flow(cfs): 0.000 Init Stage(ft): 19.190 Group: BASE Warn Stage(ft): 22.230 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 19.190 0.0003 20.500 0.0003 22.000 0.0003 ------------------------------------------------------------------------------------------ Name: L-3 Base Flow(cfs): 0.000 Init Stage(ft): 17.800 Group: BASE Warn Stage(ft): 21.820 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 17.800 0.0003 20.000 0.0003 21.800 0.0003 ------------------------------------------------------------------------------------------ Name: M-1/J-4 Sink Base Flow(cfs): 0.000 Init Stage(ft): 20.000 Group: BASE Warn Stage(ft): 24.000 Type: Time/Stage Time(hrs) Stage(ft) --------------- --------------- 0.00 20.000 360.00 20.000 ------------------------------------------------------------------------------------------ Name: M-1/J-4 Swale Base Flow(cfs): 0.000 Init Stage(ft): 19.510 Group: BASE Warn Stage(ft): 24.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 19.510 0.0001 20.000 0.0200 22.000 0.0925 23.000 0.1403 24.000 0.1901 ------------------------------------------------------------------------------------------ Name: M-2 Base Flow(cfs): 0.000 Init Stage(ft): 20.100 Group: BASE Warn Stage(ft): 23.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 20.100 0.0003 21.500 0.0003 23.000 0.0003 ------------------------------------------------------------------------------------------ Name: N-1/B-13 Sink Base Flow(cfs): 0.000 Init Stage(ft): 20.000 Group: BASE Warn Stage(ft): 24.000 Type: Time/Stage Time(hrs) Stage(ft) --------------- --------------- 0.00 20.000 360.00 20.000 ------------------------------------------------------------------------------------------ Name: N-1/B-13 Swale Base Flow(cfs): 0.000 Init Stage(ft): 20.000 Group: BASE Warn Stage(ft): 24.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 20.000 0.0150 21.000 0.2603 22.000 0.3215 23.000 0.3861 24.000 0.4529 ------------------------------------------------------------------------------------------ Name: N-2 Base Flow(cfs): 0.000 Init Stage(ft): 20.060 Group: BASE Warn Stage(ft): 23.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 20.060 0.0001 21.500 0.0001 23.000 0.0001 ------------------------------------------------------------------------------------------ Name: N-3 Base Flow(cfs): 0.000 Init Stage(ft): 20.240 Group: BASE Warn Stage(ft): 23.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 20.240 0.0001 21.500 0.0001 23.000 0.0001 ------------------------------------------------------------------------------------------ Name: N-4 Base Flow(cfs): 0.000 Init Stage(ft): 20.400 Group: BASE Warn Stage(ft): 23.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 20.400 0.0001 21.500 0.0001 23.000 0.0001 ------------------------------------------------------------------------------------------ Name: PS-1 Base Flow(cfs): 0.000 Init Stage(ft): 28.000 Group: BASE Warn Stage(ft): 40.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 28.000 0.0006 34.000 0.0006 38.000 0.0006 ------------------------------------------------------------------------------------------ Name: PS-2 Base Flow(cfs): 0.000 Init Stage(ft): 14.000 Group: BASE Warn Stage(ft): 24.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 14.000 0.0006 20.500 0.0006 23.500 0.0006 ------------------------------------------------------------------------------------------ Name: Structure L-1 Base Flow(cfs): 0.000 Init Stage(ft): 16.900 Group: BASE Warn Stage(ft): 23.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 16.900 0.0267 20.000 0.0268 23.500 0.0268 ------------------------------------------------------------------------------------------ Name: SWH Tank Base Flow(cfs): 0.000 Init Stage(ft): 74.000 Group: BASE Warn Stage(ft): 75.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 24.000 0.1154 54.000 0.1154 74.000 0.1154 75.000 0.1154 ------------------------------------------------------------------------------------------ Name: V Swale Base Flow(cfs): 0.000 Init Stage(ft): 17.000 Group: BASE Warn Stage(ft): 22.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 17.000 0.0623 19.000 0.1430 21.000 0.2393 22.000 0.2894 ------------------------------------------------------------------------------------------ Name: V-1 Base Flow(cfs): 0.000 Init Stage(ft): 17.380 Group: BASE Warn Stage(ft): 22.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 17.380 0.0002 20.500 0.0002 22.500 0.0002 ------------------------------------------------------------------------------------------ Name: V-2 Base Flow(cfs): 0.000 Init Stage(ft): 17.670 Group: BASE Warn Stage(ft): 22.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 17.670 0.0002 20.500 0.0002 22.500 0.0002 ------------------------------------------------------------------------------------------ Name: V-3 Base Flow(cfs): 0.000 Init Stage(ft): 17.840 Group: BASE Warn Stage(ft): 21.750 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 17.840 0.0002 20.000 0.0002 21.750 0.0002 ------------------------------------------------------------------------------------------ Name: V-4 Base Flow(cfs): 0.000 Init Stage(ft): 17.970 Group: BASE Warn Stage(ft): 21.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 17.970 0.0002 20.000 0.0002 21.500 0.0002 ------------------------------------------------------------------------------------------ Name: V-5 Base Flow(cfs): 0.000 Init Stage(ft): 18.250 Group: BASE Warn Stage(ft): 21.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 18.250 0.0002 20.000 0.0002 21.500 0.0002 ------------------------------------------------------------------------------------------ Name: V-6 Base Flow(cfs): 0.000 Init Stage(ft): 18.400 Group: BASE Warn Stage(ft): 21.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 18.400 0.0002 20.000 0.0002 21.500 0.0002 ========================================================================================== ==== Cross Sections ====================================================================== ========================================================================================== ========================================================================================== ==== Operating Tables ==================================================================== ========================================================================================== Name: Basin 16 OT Group: BASE Type: Rating Curve Function: US Stage vs. Discharge US Stage(ft) Discharge(cfs) --------------- --------------- 19.000 0.28 21.000 1.24 22.500 2.32 ------------------------------------------------------------------------------------------ Name: Basin 2 OT Group: BASE Type: Rating Curve Function: US Stage vs. Discharge US Stage(ft) Discharge(cfs) --------------- --------------- 18.050 0.03 19.000 0.76 21.000 3.79 ------------------------------------------------------------------------------------------ Name: Cons Area OT Group: BASE Type: Rating Curve Function: US Stage vs. Discharge US Stage(ft) Discharge(cfs) --------------- --------------- 18.400 0.16 19.750 0.82 22.500 2.81 ------------------------------------------------------------------------------------------ Name: E-8 OT Group: BASE Type: Rating Curve Function: US Stage vs. Discharge US Stage(ft) Discharge(cfs) --------------- --------------- 20.000 0.05 21.000 0.10 22.000 0.17 22.500 0.21 ------------------------------------------------------------------------------------------ Name: G-2 OT Group: BASE Type: Rating Curve Function: US Stage vs. Discharge US Stage(ft) Discharge(cfs) --------------- --------------- 35.000 0.47 36.000 1.05 37.000 1.74 ------------------------------------------------------------------------------------------ Name: M1/J4 OT Group: BASE Type: Rating Curve Function: US Stage vs. Discharge US Stage(ft) Discharge(cfs) --------------- --------------- 22.000 0.09 23.000 0.17 24.000 0.28 ------------------------------------------------------------------------------------------ Name: N1/B13 OT Group: BASE Type: Rating Curve Function: US Stage vs. Discharge US Stage(ft) Discharge(cfs) --------------- --------------- 21.000 0.19 22.000 0.32 23.000 0.39 24.000 0.45 ------------------------------------------------------------------------------------------ Name: PS-1 OT Group: BASE Type: Rating Curve Function: Time vs. Discharge Time(hrs) Discharge(cfs) --------------- --------------- 0.00 0.00 5.00 0.00 8.00 0.14 12.00 0.29 92.00 0.14 93.00 0.00 ------------------------------------------------------------------------------------------ Name: PS-2 OT Group: BASE Type: Rating Curve Function: Time vs. Discharge Time(hrs) Discharge(cfs) --------------- --------------- 6.00 0.00 10.00 0.11 12.00 0.06 42.00 0.11 43.00 0.00 ========================================================================================== ==== Pipes =============================================================================== ========================================================================================== Name: 6b outflow From Node: Basin 6b Node Length(ft): 35.00 Group: BASE To Node: Bdry basin6 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.00 Rise(in): 24.00 24.00 Exit Loss Coef: 0.00 Invert(ft): 17.500 17.050 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: A-10 outflow From Node: A-10 Length(ft): 80.00 Group: BASE To Node: A-9 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.00 Rise(in): 12.00 12.00 Exit Loss Coef: 0.00 Invert(ft): 20.040 19.920 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: A-11 outflow From Node: A-11 Length(ft): 85.00 Group: BASE To Node: A-3 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.00 Rise(in): 19.00 19.00 Exit Loss Coef: 0.00 Invert(ft): 19.340 19.210 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: A-12 outflow From Node: A-12 Length(ft): 80.00 Group: BASE To Node: A-11 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.00 Rise(in): 19.00 19.00 Exit Loss Coef: 0.00 Invert(ft): 19.460 19.340 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: A-13 outflow From Node: A-13 Length(ft): 80.00 Group: BASE To Node: A-12 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.00 Rise(in): 19.00 19.00 Exit Loss Coef: 0.00 Invert(ft): 19.580 19.460 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: A-14 outflow From Node: A-14 Length(ft): 80.00 Group: BASE To Node: A-13 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.00 Rise(in): 19.00 19.00 Exit Loss Coef: 0.00 Invert(ft): 19.700 19.580 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: A-15 outflow From Node: A-15 Length(ft): 80.00 Group: BASE To Node: A-14 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 23.00 23.00 Entrance Loss Coef: 0.00 Rise(in): 14.00 14.00 Exit Loss Coef: 0.00 Invert(ft): 19.820 19.700 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: A-16 outflow From Node: A-16 Length(ft): 80.00 Group: BASE To Node: A-15 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.00 Rise(in): 12.00 12.00 Exit Loss Coef: 0.00 Invert(ft): 19.940 19.820 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: A-2 outflow From Node: A-2 Length(ft): 56.53 Group: BASE To Node: Dry Det Swale Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 45.00 45.00 Entrance Loss Coef: 0.00 Rise(in): 29.00 29.00 Exit Loss Coef: 0.00 Invert(ft): 19.090 19.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: A-3 outflow From Node: A-3 Length(ft): 80.00 Group: BASE To Node: A-2 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 45.00 45.00 Entrance Loss Coef: 0.00 Rise(in): 29.00 29.00 Exit Loss Coef: 0.00 Invert(ft): 19.210 19.090 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: A-4 outflow From Node: A-4 Length(ft): 71.00 Group: BASE To Node: A-3 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.00 Rise(in): 19.00 19.00 Exit Loss Coef: 0.00 Invert(ft): 19.320 19.210 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: A-5 outflow From Node: A-5 Length(ft): 80.00 Group: BASE To Node: A-4 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.00 Rise(in): 19.00 19.00 Exit Loss Coef: 0.00 Invert(ft): 19.440 19.320 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: A-6 outflow From Node: A-6 Length(ft): 80.00 Group: BASE To Node: A-5 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 23.00 23.00 Entrance Loss Coef: 0.00 Rise(in): 14.00 14.00 Exit Loss Coef: 0.00 Invert(ft): 19.560 19.440 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: A-7 outflow From Node: A-7 Length(ft): 80.00 Group: BASE To Node: A-6 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 23.00 23.00 Entrance Loss Coef: 0.00 Rise(in): 14.00 14.00 Exit Loss Coef: 0.00 Invert(ft): 19.680 19.560 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: A-8 outflow From Node: A-8 Length(ft): 82.00 Group: BASE To Node: A-7 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.00 Rise(in): 12.00 12.00 Exit Loss Coef: 0.00 Invert(ft): 19.800 19.680 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: A-9 outflow From Node: A-9 Length(ft): 80.00 Group: BASE To Node: A-8 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.00 Rise(in): 12.00 12.00 Exit Loss Coef: 0.00 Invert(ft): 19.920 19.800 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: B-10 outflow From Node: B-10 Length(ft): 114.00 Group: BASE To Node: B-9 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 34.00 34.00 Entrance Loss Coef: 0.00 Rise(in): 22.00 22.00 Exit Loss Coef: 0.00 Invert(ft): 20.100 19.930 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: B-11 inflow From Node: M-1/J-4 Swale Length(ft): 51.00 Group: BASE To Node: B-11 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.00 Rise(in): 12.00 12.00 Exit Loss Coef: 0.00 Invert(ft): 20.320 20.240 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: B-11 outflow From Node: B-11 Length(ft): 91.00 Group: BASE To Node: B-10 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.00 Rise(in): 19.00 19.00 Exit Loss Coef: 0.00 Invert(ft): 20.240 20.100 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: B-12 outflow From Node: B-12 Length(ft): 120.00 Group: BASE To Node: B-11 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 23.00 23.00 Entrance Loss Coef: 0.00 Rise(in): 14.00 14.00 Exit Loss Coef: 0.00 Invert(ft): 20.430 20.240 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: B-14 outflow From Node: B-14 Length(ft): 41.00 Group: BASE To Node: B-5 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 34.00 34.00 Entrance Loss Coef: 0.00 Rise(in): 22.00 22.00 Exit Loss Coef: 0.00 Invert(ft): 19.470 19.410 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: B-2 outflow From Node: B-2 Length(ft): 57.00 Group: BASE To Node: Dry Det Swale Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 45.00 45.00 Entrance Loss Coef: 0.00 Rise(in): 29.00 29.00 Exit Loss Coef: 0.00 Invert(ft): 19.090 19.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: B-3 outflow From Node: B-3 Length(ft): 80.00 Group: BASE To Node: B-2 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 45.00 45.00 Entrance Loss Coef: 0.00 Rise(in): 29.00 29.00 Exit Loss Coef: 0.00 Invert(ft): 19.210 19.090 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: B-4 outflow From Node: B-4 Length(ft): 66.00 Group: BASE To Node: B-3 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 45.00 45.00 Entrance Loss Coef: 0.00 Rise(in): 29.00 29.00 Exit Loss Coef: 0.00 Invert(ft): 19.310 19.210 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: B-5 outflow From Node: B-5 Length(ft): 64.00 Group: BASE To Node: B-4 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 45.00 45.00 Entrance Loss Coef: 0.00 Rise(in): 29.00 29.00 Exit Loss Coef: 0.00 Invert(ft): 19.410 19.310 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: B-6 outflow From Node: B-6 Length(ft): 60.00 Group: BASE To Node: B-5 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 34.00 34.00 Entrance Loss Coef: 0.00 Rise(in): 22.00 22.00 Exit Loss Coef: 0.00 Invert(ft): 19.500 19.410 Bend Loss Coef: 0.00 Manning's N: 0.015000 0.015000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: B-7 outflow From Node: B-7 Length(ft): 102.00 Group: BASE To Node: B-6 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 34.00 34.00 Entrance Loss Coef: 0.00 Rise(in): 22.00 22.00 Exit Loss Coef: 0.00 Invert(ft): 19.650 19.500 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: B-8 outflow From Node: B-8 Length(ft): 81.00 Group: BASE To Node: B-7 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 34.00 34.00 Entrance Loss Coef: 0.00 Rise(in): 22.00 22.00 Exit Loss Coef: 0.00 Invert(ft): 19.770 19.650 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: B-9 outflow From Node: B-9 Length(ft): 107.00 Group: BASE To Node: B-8 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 34.00 34.00 Entrance Loss Coef: 0.00 Rise(in): 22.00 22.00 Exit Loss Coef: 0.00 Invert(ft): 19.930 19.770 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: ************** From Node: Basin 2 Node Length(ft): 61.00 Group: BASE To Node: Bypass Swale Count: 2 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 45.00 45.00 Entrance Loss Coef: 0.00 Rise(in): 29.00 29.00 Exit Loss Coef: 0.00 Invert(ft): 20.000 19.900 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: C-2 outflow From Node: C-2 Structure Length(ft): 172.00 Group: BASE To Node: Dry Det Swale Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 45.00 45.00 Entrance Loss Coef: 0.00 Rise(in): 29.00 29.00 Exit Loss Coef: 0.00 Invert(ft): 19.260 19.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: C-3 outflow1 From Node: C-3 Structure Length(ft): 154.00 Group: BASE To Node: C-2 Structure Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 45.00 45.00 Entrance Loss Coef: 0.00 Rise(in): 29.00 29.00 Exit Loss Coef: 0.00 Invert(ft): 19.490 19.260 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: C-3 outflow2 From Node: C-3 Structure Length(ft): 154.00 Group: BASE To Node: C-5 Structure Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 45.00 45.00 Entrance Loss Coef: 0.00 Rise(in): 29.00 29.00 Exit Loss Coef: 0.00 Invert(ft): 19.490 19.260 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: C-5 outflow From Node: C-5 Structure Length(ft): 172.00 Group: BASE To Node: Dry Det Swale Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 45.00 45.00 Entrance Loss Coef: 0.00 Rise(in): 29.00 29.00 Exit Loss Coef: 0.00 Invert(ft): 19.260 19.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: CBC F1 outflow From Node: CBC F1 Length(ft): 89.00 Group: BASE To Node: CBC F2 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Rectangular Rectangular Flow: Both Span(in): 72.00 72.00 Entrance Loss Coef: 0.00 Rise(in): 36.00 36.00 Exit Loss Coef: 0.00 Invert(ft): 18.050 17.990 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Rectangular Box: 30° to 75° wingwall flares Downstream FHWA Inlet Edge Description: Rectangular Box: 30° to 75° wingwall flares ---------------------------------------------------------------------------------------------------- Name: CBC F2 outflow From Node: CBC F2 Length(ft): 206.00 Group: BASE To Node: CBC F3 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Rectangular Rectangular Flow: Both Span(in): 72.00 72.00 Entrance Loss Coef: 0.00 Rise(in): 36.00 36.00 Exit Loss Coef: 0.00 Invert(ft): 17.990 17.870 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Rectangular Box: 30° to 75° wingwall flares Downstream FHWA Inlet Edge Description: Rectangular Box: 30° to 75° wingwall flares ---------------------------------------------------------------------------------------------------- Name: CBC F3 outflow From Node: CBC F3 Length(ft): 255.00 Group: BASE To Node: CBC F4 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Rectangular Rectangular Flow: Both Span(in): 72.00 72.00 Entrance Loss Coef: 0.00 Rise(in): 36.00 36.00 Exit Loss Coef: 0.00 Invert(ft): 17.870 17.720 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Rectangular Box: 30° to 75° wingwall flares Downstream FHWA Inlet Edge Description: Rectangular Box: 30° to 75° wingwall flares ---------------------------------------------------------------------------------------------------- Name: CBC F4 outflow From Node: CBC F4 Length(ft): 103.00 Group: BASE To Node: CBC F5 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Rectangular Rectangular Flow: Both Span(in): 72.00 72.00 Entrance Loss Coef: 0.00 Rise(in): 36.00 36.00 Exit Loss Coef: 0.00 Invert(ft): 17.720 17.660 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Rectangular Box: 30° to 75° wingwall flares Downstream FHWA Inlet Edge Description: Rectangular Box: 30° to 75° wingwall flares ---------------------------------------------------------------------------------------------------- Name: CBC F5 outflow From Node: CBC F5 Length(ft): 250.00 Group: BASE To Node: CBC F6 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Rectangular Rectangular Flow: Both Span(in): 72.00 72.00 Entrance Loss Coef: 0.00 Rise(in): 36.00 36.00 Exit Loss Coef: 0.00 Invert(ft): 17.660 17.510 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Rectangular Box: 30° to 75° wingwall flares Downstream FHWA Inlet Edge Description: Rectangular Box: 30° to 75° wingwall flares ---------------------------------------------------------------------------------------------------- Name: CBC F6 outflow From Node: CBC F6 Length(ft): 168.00 Group: BASE To Node: Dry Det Swale Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Rectangular Rectangular Flow: Both Span(in): 72.00 72.00 Entrance Loss Coef: 0.00 Rise(in): 36.00 36.00 Exit Loss Coef: 0.00 Invert(ft): 17.510 17.400 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Rectangular Box: 30° to 75° wingwall flares Downstream FHWA Inlet Edge Description: Rectangular Box: 30° to 75° wingwall flares ---------------------------------------------------------------------------------------------------- Name: CBC L1 outflow From Node: CBC L1 Length(ft): 249.00 Group: BASE To Node: CBC L2 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Rectangular Rectangular Flow: Both Span(in): 84.00 84.00 Entrance Loss Coef: 0.00 Rise(in): 36.00 36.00 Exit Loss Coef: 0.00 Invert(ft): 17.130 17.030 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Rectangular Box: 30° to 75° wingwall flares Downstream FHWA Inlet Edge Description: Rectangular Box: 30° to 75° wingwall flares ---------------------------------------------------------------------------------------------------- Name: CBC L2 outflow From Node: CBC L2 Length(ft): 59.00 Group: BASE To Node: Structure L-1 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Rectangular Rectangular Flow: Both Span(in): 84.00 84.00 Entrance Loss Coef: 0.00 Rise(in): 36.00 36.00 Exit Loss Coef: 0.00 Invert(ft): 17.030 17.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Rectangular Box: 30° to 75° wingwall flares Downstream FHWA Inlet Edge Description: Rectangular Box: 30° to 75° wingwall flares ---------------------------------------------------------------------------------------------------- Name: D-2 outflow From Node: D-2 Length(ft): 57.00 Group: BASE To Node: Dry Det Swale Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.00 Rise(in): 19.00 19.00 Exit Loss Coef: 0.00 Invert(ft): 19.090 19.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: D-3 outflow From Node: D-3 Length(ft): 80.00 Group: BASE To Node: D-2 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.00 Rise(in): 12.00 12.00 Exit Loss Coef: 0.00 Invert(ft): 19.210 19.090 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: D-4 outflow From Node: D-4 Length(ft): 71.00 Group: BASE To Node: D-3 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.00 Rise(in): 12.00 12.00 Exit Loss Coef: 0.00 Invert(ft): 19.320 19.210 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: D-5 outflow From Node: D-5 Length(ft): 69.00 Group: BASE To Node: D-4 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.00 Rise(in): 12.00 12.00 Exit Loss Coef: 0.00 Invert(ft): 19.420 19.320 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: D-6 outflow From Node: D-6 Length(ft): 85.00 Group: BASE To Node: D-2 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 23.00 23.00 Entrance Loss Coef: 0.00 Rise(in): 14.00 14.00 Exit Loss Coef: 0.00 Invert(ft): 19.220 19.090 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: D-7 outflow From Node: D-7 Length(ft): 80.00 Group: BASE To Node: D-6 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.00 Rise(in): 12.00 12.00 Exit Loss Coef: 0.00 Invert(ft): 19.250 19.220 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: D-8 outflow From Node: D-8 Length(ft): 71.00 Group: BASE To Node: D-7 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.00 Rise(in): 12.00 12.00 Exit Loss Coef: 0.00 Invert(ft): 19.350 19.250 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: D-9 outflow From Node: D-9 Length(ft): 52.00 Group: BASE To Node: D-8 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.00 Rise(in): 12.00 12.00 Exit Loss Coef: 0.00 Invert(ft): 19.430 19.350 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: E-10 outflow From Node: E-10 Length(ft): 103.00 Group: BASE To Node: E-7 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 23.00 23.00 Entrance Loss Coef: 0.00 Rise(in): 14.00 14.00 Exit Loss Coef: 0.00 Invert(ft): 19.890 19.740 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: E-11 outflow From Node: E-11 Length(ft): 142.00 Group: BASE To Node: E-10 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 23.00 23.00 Entrance Loss Coef: 0.00 Rise(in): 14.00 14.00 Exit Loss Coef: 0.00 Invert(ft): 20.110 19.890 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: E-2 outflow From Node: E-2 Length(ft): 59.00 Group: BASE To Node: Dry Det Swale Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.00 Rise(in): 19.00 19.00 Exit Loss Coef: 0.00 Invert(ft): 19.090 19.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: E-3 outflow From Node: E-3 Length(ft): 78.00 Group: BASE To Node: E-2 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.00 Rise(in): 19.00 19.00 Exit Loss Coef: 0.00 Invert(ft): 19.210 19.090 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: E-4 outflow From Node: E-4 Length(ft): 71.00 Group: BASE To Node: E-3 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.00 Rise(in): 19.00 19.00 Exit Loss Coef: 0.00 Invert(ft): 19.310 19.210 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: E-5 outflow From Node: E-5 Length(ft): 87.00 Group: BASE To Node: E-4 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.00 Rise(in): 19.00 19.00 Exit Loss Coef: 0.00 Invert(ft): 19.440 19.310 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: E-6 outflow From Node: E-6 Length(ft): 100.00 Group: BASE To Node: E-5 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.00 Rise(in): 19.00 19.00 Exit Loss Coef: 0.00 Invert(ft): 19.590 19.440 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: E-7 outflow From Node: E-7 Length(ft): 95.00 Group: BASE To Node: E-6 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.00 Rise(in): 19.00 19.00 Exit Loss Coef: 0.00 Invert(ft): 19.740 19.590 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: E-8 outflow From Node: E-8 Length(ft): 177.00 Group: BASE To Node: E-7 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 23.00 23.00 Entrance Loss Coef: 0.00 Rise(in): 14.00 14.00 Exit Loss Coef: 0.00 Invert(ft): 20.000 19.740 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: E-9 outflow From Node: E-9 Length(ft): 85.00 Group: BASE To Node: E-4 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.00 Rise(in): 12.00 12.00 Exit Loss Coef: 0.00 Invert(ft): 19.440 19.310 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: F-10 outflow From Node: F-10 Length(ft): 61.00 Group: BASE To Node: F-6 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 23.00 23.00 Entrance Loss Coef: 0.00 Rise(in): 14.00 14.00 Exit Loss Coef: 0.00 Invert(ft): 17.780 17.690 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: F-11outflow From Node: F-11 Length(ft): 75.00 Group: BASE To Node: CBC F2 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.00 Rise(in): 19.00 19.00 Exit Loss Coef: 0.00 Invert(ft): 18.450 17.990 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: F-12 outflow From Node: F-12 Length(ft): 55.00 Group: BASE To Node: F-11 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 23.00 23.00 Entrance Loss Coef: 0.00 Rise(in): 14.00 14.00 Exit Loss Coef: 0.00 Invert(ft): 22.080 22.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: F-13 outflow From Node: F-13 Length(ft): 30.00 Group: BASE To Node: F-9 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 23.00 23.00 Entrance Loss Coef: 0.00 Rise(in): 14.00 14.00 Exit Loss Coef: 0.00 Invert(ft): 18.120 18.070 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: ************** From Node: F-2,3,4 Swale Length(ft): 54.00 Group: BASE To Node: CBC F1 Count: 3 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.00 Rise(in): 19.00 19.00 Exit Loss Coef: 0.00 Invert(ft): 18.140 18.050 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: F-5 outflow From Node: F-5 Length(ft): 8.00 Group: BASE To Node: CBC F6 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 23.00 23.00 Entrance Loss Coef: 0.00 Rise(in): 14.00 14.00 Exit Loss Coef: 0.00 Invert(ft): 17.540 17.510 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: F-6 outflow From Node: F-6 Length(ft): 7.00 Group: BASE To Node: CBC F5 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 23.00 23.00 Entrance Loss Coef: 0.00 Rise(in): 14.00 14.00 Exit Loss Coef: 0.00 Invert(ft): 17.690 17.650 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: F-7 outflow From Node: F-7 Length(ft): 7.00 Group: BASE To Node: CBC F4 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 23.00 23.00 Entrance Loss Coef: 0.00 Rise(in): 14.00 14.00 Exit Loss Coef: 0.00 Invert(ft): 17.760 17.720 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: F-8 outflow From Node: F-8 Length(ft): 7.00 Group: BASE To Node: CBC F3 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 23.00 23.00 Entrance Loss Coef: 0.00 Rise(in): 14.00 14.00 Exit Loss Coef: 0.00 Invert(ft): 17.910 17.870 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: F-9 outflow From Node: F-9 Length(ft): 7.00 Group: BASE To Node: CBC F1 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 23.00 23.00 Entrance Loss Coef: 0.00 Rise(in): 14.00 14.00 Exit Loss Coef: 0.00 Invert(ft): 18.070 18.020 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: I-2 outflow From Node: I-2 Length(ft): 28.00 Group: BASE To Node: Dry Det Swale Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 23.00 23.00 Entrance Loss Coef: 0.00 Rise(in): 14.00 14.00 Exit Loss Coef: 0.00 Invert(ft): 19.040 19.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: J-2 outflow From Node: J-2 Length(ft): 8.00 Group: BASE To Node: Dry Det Swale Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 23.00 23.00 Entrance Loss Coef: 0.00 Rise(in): 14.00 14.00 Exit Loss Coef: 0.00 Invert(ft): 19.030 19.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: J-3 outflow From Node: J-3 Length(ft): 106.00 Group: BASE To Node: J-2 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 23.00 23.00 Entrance Loss Coef: 0.00 Rise(in): 14.00 14.00 Exit Loss Coef: 0.00 Invert(ft): 19.190 19.030 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: L-1 Discharge From Node: Structure L-1 Length(ft): 85.00 Group: BASE To Node: Boundary Count: 8 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Circular Circular Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.00 Rise(in): 30.00 30.00 Exit Loss Coef: 0.00 Invert(ft): 17.000 16.900 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: L-2 Discharge1 From Node: DDA 1 Length(ft): 486.00 Group: BASE To Node: Structure L-1 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Rectangular Rectangular Flow: Both Span(in): 84.00 84.00 Entrance Loss Coef: 0.00 Rise(in): 36.00 36.00 Exit Loss Coef: 0.50 Invert(ft): 17.200 17.000 Bend Loss Coef: 0.50 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Rectangular Box: 0° wingwall flares Downstream FHWA Inlet Edge Description: Rectangular Box: 0° wingwall flares ---------------------------------------------------------------------------------------------------- Name: L-2 Discharge2 From Node: DDA 1 Length(ft): 177.00 Group: BASE To Node: CBC L1 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Rectangular Rectangular Flow: Both Span(in): 84.00 84.00 Entrance Loss Coef: 0.00 Rise(in): 36.00 36.00 Exit Loss Coef: 0.50 Invert(ft): 17.200 17.130 Bend Loss Coef: 0.50 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Rectangular Box: 0° wingwall flares Downstream FHWA Inlet Edge Description: Rectangular Box: 0° wingwall flares ---------------------------------------------------------------------------------------------------- Name: L-3 Discharge From Node: L-3 Length(ft): 53.00 Group: BASE To Node: CBC L1 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.00 Rise(in): 18.00 18.00 Exit Loss Coef: 0.50 Invert(ft): 17.800 17.300 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: ************** From Node: M-1/J-4 Swale Length(ft): 215.00 Group: BASE To Node: J-3 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 23.00 23.00 Entrance Loss Coef: 0.00 Rise(in): 14.00 14.00 Exit Loss Coef: 0.00 Invert(ft): 19.510 19.190 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: M-2 outflow From Node: M-2 Length(ft): 58.00 Group: BASE To Node: M-1/J-4 Swale Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 23.00 23.00 Entrance Loss Coef: 0.00 Rise(in): 14.00 14.00 Exit Loss Coef: 0.00 Invert(ft): 20.100 20.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: ************** From Node: N-1/B-13 Swale Length(ft): 61.00 Group: BASE To Node: B-12 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.00 Rise(in): 12.00 12.00 Exit Loss Coef: 0.00 Invert(ft): 20.520 20.420 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: N-2 outflow From Node: N-2 Length(ft): 37.00 Group: BASE To Node: N-1/B-13 Swale Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 23.00 23.00 Entrance Loss Coef: 0.00 Rise(in): 14.00 14.00 Exit Loss Coef: 0.00 Invert(ft): 20.060 20.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: N-3 outflow From Node: N-3 Length(ft): 119.00 Group: BASE To Node: N-2 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 23.00 23.00 Entrance Loss Coef: 0.00 Rise(in): 14.00 14.00 Exit Loss Coef: 0.00 Invert(ft): 20.240 20.060 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: N-4 outflow From Node: N-4 Length(ft): 102.00 Group: BASE To Node: N-3 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 23.00 23.00 Entrance Loss Coef: 0.00 Rise(in): 14.00 14.00 Exit Loss Coef: 0.00 Invert(ft): 20.400 20.240 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: ************** From Node: Basin 6a Node Length(ft): 41.00 Group: BASE To Node: CBC L2 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 23.00 23.00 Entrance Loss Coef: 0.00 Rise(in): 14.00 14.00 Exit Loss Coef: 0.00 Invert(ft): 16.810 16.800 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: PS-2 overflow From Node: PS-2 Length(ft): 65.00 Group: BASE To Node: A-15 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 23.00 23.00 Entrance Loss Coef: 0.00 Rise(in): 14.00 14.00 Exit Loss Coef: 0.00 Invert(ft): 20.000 19.820 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: ************** From Node: V Swale Length(ft): 52.00 Group: BASE To Node: F-2,3,4 Swale Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.00 Rise(in): 24.00 24.00 Exit Loss Coef: 0.00 Invert(ft): 17.300 17.200 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: V-1 outflow From Node: V-1 Length(ft): 88.00 Group: BASE To Node: F-2,3,4 Swale Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.00 Rise(in): 24.00 24.00 Exit Loss Coef: 0.00 Invert(ft): 17.380 17.200 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: V-2 outflow From Node: V-2 Length(ft): 146.00 Group: BASE To Node: V-1 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.00 Rise(in): 24.00 24.00 Exit Loss Coef: 0.00 Invert(ft): 17.670 17.380 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: V-3 outflow From Node: V-3 Length(ft): 86.00 Group: BASE To Node: V-2 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.00 Rise(in): 24.00 24.00 Exit Loss Coef: 0.00 Invert(ft): 17.840 17.670 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: V-4 outflow From Node: V-4 Length(ft): 66.00 Group: BASE To Node: V-3 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.00 Rise(in): 18.00 18.00 Exit Loss Coef: 0.00 Invert(ft): 17.970 17.840 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: V-5 outflow From Node: V-5 Length(ft): 138.00 Group: BASE To Node: V-4 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.00 Rise(in): 18.00 18.00 Exit Loss Coef: 0.00 Invert(ft): 18.250 17.970 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: V-6 outflow From Node: V-6 Length(ft): 76.00 Group: BASE To Node: V-5 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.00 Rise(in): 18.00 18.00 Exit Loss Coef: 0.00 Invert(ft): 18.400 18.250 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ========================================================================================== ==== Channels ============================================================================ ========================================================================================== ========================================================================================== ==== Drop Strcutures ===================================================================== ========================================================================================== Name: CS Pipes From Node: Dry Det Swale Length(ft): 50.00 Group: BASE To Node: DDA 1 Count: 3 UPSTREAM DOWNSTREAM Friction Equation: Average Conveyance Geometry: Horz Ellipse Horz Ellipse Solution Algorithm: Automatic Span(in): 60.00 60.00 Flow: Positive Rise(in): 38.00 38.00 Entrance Loss Coef: 0.000 Invert(ft): 17.500 17.300 Exit Loss Coef: 0.000 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall *** Weir 1 of 1 for Drop Structure CS Pipes *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 372.00 Invert(ft): 20.800 Rise(in): 12.00 Control Elev(ft): 20.800 ---------------------------------------------------------------------------------------------------- Name: G-2 outflow From Node: G-2 Swale Length(ft): 107.00 Group: BASE To Node: F-2,3,4 Swale Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Average Conveyance Geometry: Horz Ellipse Horz Ellipse Solution Algorithm: Automatic Span(in): 23.00 23.00 Flow: Both Rise(in): 14.00 14.00 Entrance Loss Coef: 0.000 Invert(ft): 21.170 21.000 Exit Loss Coef: 0.000 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall *** Weir 1 of 1 for Drop Structure G-2 outflow *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 54.00 Invert(ft): 35.500 Rise(in): 36.00 Control Elev(ft): 35.500 ---------------------------------------------------------------------------------------------------- Name: ************** From Node: Basin 11 Node Length(ft): 80.00 Group: BASE To Node: SWH Tank Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Average Conveyance Geometry: Circular Circular Solution Algorithm: Automatic Span(in): 24.00 24.00 Flow: Both Rise(in): 24.00 24.00 Entrance Loss Coef: 0.000 Invert(ft): 24.500 24.000 Exit Loss Coef: 0.000 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 1 for Drop Structure Node 11 outflow *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Circular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 100.000 Rise(in): 24.00 Control Elev(ft): 100.000 ---------------------------------------------------------------------------------------------------- Name: ************** From Node: Basin 13 Node Length(ft): 480.00 Group: BASE To Node: PS-1 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Average Conveyance Geometry: Circular Circular Solution Algorithm: Automatic Span(in): 36.00 36.00 Flow: Both Rise(in): 36.00 36.00 Entrance Loss Coef: 0.000 Invert(ft): 40.000 28.000 Exit Loss Coef: 0.000 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 1 for Drop Structure Node 13 Outflow *** TABLE Count: 24 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Circular Orifice Disc Coef: 0.600 Span(in): 8.00 Invert(ft): 80.000 Rise(in): 8.00 Control Elev(ft): 80.000 ---------------------------------------------------------------------------------------------------- Name: Node 4 outflow From Node: Basin 4 Node Length(ft): 30.00 Group: BASE To Node: PS-2 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Average Conveyance Geometry: Circular Circular Solution Algorithm: Automatic Span(in): 12.00 12.00 Flow: Positive Rise(in): 12.00 12.00 Entrance Loss Coef: 0.000 Invert(ft): 46.000 18.000 Exit Loss Coef: 0.000 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 1 for Drop Structure Node 4 outflow *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Circular Orifice Disc Coef: 0.600 Span(in): 12.00 Invert(ft): 46.000 Rise(in): 12.00 Control Elev(ft): 46.000 ---------------------------------------------------------------------------------------------------- Name: Node 9 outflow From Node: Basin 9 Node Length(ft): 80.00 Group: BASE To Node: SWH Tank Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Average Conveyance Geometry: Circular Circular Solution Algorithm: Automatic Span(in): 12.00 12.00 Flow: Both Rise(in): 12.00 12.00 Entrance Loss Coef: 0.000 Invert(ft): 24.500 24.000 Exit Loss Coef: 0.000 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 1 for Drop Structure Node 9 outflow *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Circular Orifice Disc Coef: 0.600 Span(in): 12.00 Invert(ft): 76.000 Rise(in): 12.00 Control Elev(ft): 76.000 ---------------------------------------------------------------------------------------------------- Name: O-2 Discharge From Node: Bypass Swale Length(ft): 181.00 Group: BASE To Node: DDA 1 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Average Conveyance Geometry: Horz Ellipse Horz Ellipse Solution Algorithm: Automatic Span(in): 45.00 45.00 Flow: Both Rise(in): 29.00 29.00 Entrance Loss Coef: 0.000 Invert(ft): 13.770 13.500 Exit Loss Coef: 0.000 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall *** Weir 1 of 1 for Drop Structure O-2 Discharge *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 79.00 Invert(ft): 19.000 Rise(in): 36.00 Control Elev(ft): 19.000 ---------------------------------------------------------------------------------------------------- Name: SHWT overflow From Node: SWH Tank Length(ft): 98.00 Group: BASE To Node: C-3 Structure Count: 2 UPSTREAM DOWNSTREAM Friction Equation: Average Conveyance Geometry: Circular Circular Solution Algorithm: Automatic Span(in): 37.00 37.00 Flow: Both Rise(in): 37.00 37.00 Entrance Loss Coef: 0.000 Invert(ft): 24.000 20.500 Exit Loss Coef: 0.000 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 1 for Drop Structure SHWT overflow *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Circular Orifice Disc Coef: 0.600 Span(in): 37.00 Invert(ft): 74.000 Rise(in): 37.00 Control Elev(ft): 74.000 ========================================================================================== ==== Weirs =============================================================================== ========================================================================================== Name: Cons Overflow From Node: Dry Det Swale Group: BASE To Node: Cons Area Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Rectangular Span(in): 288.00 Rise(in): 14.40 Invert(ft): 20.250 Control Elevation(ft): 20.250 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: PS-1 overflow From Node: PS-1 Group: BASE To Node: G-2 Swale Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Rectangular Span(in): 48.00 Rise(in): 12.00 Invert(ft): 36.500 Control Elevation(ft): 36.500 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 ========================================================================================== ==== Bridges ============================================================================= ========================================================================================== ========================================================================================== ==== Breaches ============================================================================ ========================================================================================== ========================================================================================== ==== Rating Curves ======================================================================= ========================================================================================== Name: Basin 16 RC From Node: Dry Det Swale Count: 1 Group: BASE To Node: Dry Det Sink Flow: Positive TABLE ELEV ON(ft) ELEV OFF(ft) #1: Basin 16 OT 19.050 19.000 #2: 0.000 0.000 #3: 0.000 0.000 #4: 0.000 0.000 ---------------------------------------------------------------------------------------------------- Name: Basin 2 RC From Node: Basin 2 Node Count: 1 Group: BASE To Node: Basin 2 Sink Flow: Positive TABLE ELEV ON(ft) ELEV OFF(ft) #1: Basin 2 OT 18.050 18.000 #2: 0.000 0.000 #3: 0.000 0.000 #4: 0.000 0.000 ---------------------------------------------------------------------------------------------------- Name: ConsArea RC From Node: Cons Area Count: 1 Group: BASE To Node: Cons Area Sink Flow: Positive TABLE ELEV ON(ft) ELEV OFF(ft) #1: Cons Area OT 18.100 18.000 #2: 0.000 0.000 #3: 0.000 0.000 #4: 0.000 0.000 ---------------------------------------------------------------------------------------------------- Name: E-8 RC From Node: E-8 Count: 1 Group: BASE To Node: E-8 Sink Flow: Positive TABLE ELEV ON(ft) ELEV OFF(ft) #1: E-8 OT 20.050 20.000 #2: 0.000 0.000 #3: 0.000 0.000 #4: 0.000 0.000 ---------------------------------------------------------------------------------------------------- Name: G-2 RC From Node: G-2 Swale Count: 1 Group: BASE To Node: G-2 Sink Flow: Positive TABLE ELEV ON(ft) ELEV OFF(ft) #1: G-2 OT 35.050 35.000 #2: 0.000 0.000 #3: 0.000 0.000 #4: 0.000 0.000 ---------------------------------------------------------------------------------------------------- Name: M1/J4 Sink From Node: M-1/J-4 Swale Count: 1 Group: BASE To Node: M-1/J-4 Sink Flow: Positive TABLE ELEV ON(ft) ELEV OFF(ft) #1: M1/J4 OT 20.100 20.000 #2: 0.000 0.000 #3: 0.000 0.000 #4: 0.000 0.000 ---------------------------------------------------------------------------------------------------- Name: N1/B13 RC From Node: N-1/B-13 Swale Count: 1 Group: BASE To Node: N-1/B-13 Sink Flow: Positive TABLE ELEV ON(ft) ELEV OFF(ft) #1: N1/B13 OT 21.000 20.000 #2: 0.000 0.000 #3: 0.000 0.000 #4: 0.000 0.000 ---------------------------------------------------------------------------------------------------- Name: PS-1 Pumps From Node: PS-1 Count: 1 Group: BASE To Node: SWH Tank Flow: Positive TABLE ELEV ON(ft) ELEV OFF(ft) #1: PS-1 OT 28.000 28.000 #2: 0.000 0.000 #3: 0.000 0.000 #4: 0.000 0.000 ---------------------------------------------------------------------------------------------------- Name: PS-2 Pumps From Node: PS-2 Count: 1 Group: BASE To Node: SWH Tank Flow: Positive TABLE ELEV ON(ft) ELEV OFF(ft) #1: PS-2 OT 14.000 14.000 #2: 0.000 0.000 #3: 0.000 0.000 #4: 0.000 0.000 ========================================================================================== ==== Hydrology Simulations =============================================================== ========================================================================================== Name: REF R07 Filename: C:\Documents and Settings\gowda\Desktop\SWA\New WTE ERP\ICPR New WTE\REF R07.R32 Override Defaults: Yes Storm Duration(hrs): 72.00 Rainfall File: Flmod Rainfall Amount(in): 13.20 Time(hrs) Print Inc(min) --------------- --------------- 360.000 60.00 ========================================================================================== ==== Routing Simulations ================================================================= ========================================================================================== Name: REF R07 Hydrology Sim: REF R07 Filename: C:\Documents and Settings\gowda\Desktop\SWA\New WTE ERP\ICPR New WTE\REF R07.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 360.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- --------------- 360.000 60.000 Group Run --------------- ----- BASE Yes