SW6200404_Attached Image 5_20230614

Pond Report
Hydradow Hydrographs Extension for AutodesM Civil 3M 2019 by Aulodelek, Inc. v2019 Tuesday, 10 / 8 / 2019
Pond No. t - Wet Pond GSB
Pond Data
Continues -User-defined contour areas. Conic method used for volume calculation. Begining Elevation = 237.00 ft
Stage I Storage Table
Stage (ft) Elevation (ft) Contour area (sqft) Incr. Storage (tuft) Total storage (tuft)
0.00 237.00 14,654 0 0
1.00 238.00 16,259 15,44E 15,448
2.00 239.00 17,920 17,081 32,529
3.00 240.00 24,591 21,166 53,695
4.00 241.00 26864 25,717 79,411
5.00 242.00 29,550 28,193 107,605
6.00 243.00 32,348 30,935 138,540
7.00 244.00 37,150 34,718 173.258
8.00 245.00 37,150 37,146 210.404
9.00 246.00 42,954 40,013 250.417
10.00 247.00 45,Wl 44,148 294.565
Culvert I Orifice Structures Weir Structures
[A] [B] [C] IPrfRsrl [A] [B] [C] [D]
Rise (In) = 24.00 6.00 Inactive 0.00 Crest Len (ft) = 16.00 10.00 0.00 0.00
Span (in) = 24.00 6.00 0.00 0.00 Crest St. (ft) = 245.50 246.00 0.00 0.00
No. Barrels = 1 1 1 0 Welr Coeff. = 3.33 3.33 3.33 3.33
Invert El. IN) = 237.01 242.50 0.00 0.00 Weir Type = 1 Ciplo Cipfti -
Length (ft) = 121.00 0.00 0.00 0.00 Multistage = Yes No Yes No
Slope (%) = 13.00 0.00 0.00 We
N-Value = .013 .013 .013 me
Orifice Coati. = 0.60 0.60 0.60 0.60 ExfiL(inlhr) = 0.000 (by Wet area)
MutiStage = n/a Yale Yes No TIN Else. (ft) = 0.00
Note:cul"Noace WmoN are melned~inlet(s)and oven t«IC nwv, Weir dense ked Mr CnfiCe wvllone ec)end wlNMyenuM
Stage I Storage I Discharge Table
Stage Storage Elevation CIvA MY CIvC PARsr WrA WrB WrC WrD Exftl User Total
ft tuft ft cfs Ufa cis cis ds afe cfs cis cfs Gfs cis
0.00 0 237.00 0.00 0.00 -- -- 0.00 0.00 -- -- - -- 0.000
1.00 15,448 238.00 0.00 0.00 -- -- 0.00 0.00 -- -- - -- 0.000
2.00 32,529 239.00 0.00 0.00 -- -- 0.00 0.00 -- -- - -- 0.000
3.00 53,695 240.00 0.00 0.00 -- -- 0.00 0.00 -- -- - -- 0.000
4.00 79,411 241.00 0.00 0.00 -- -- 0.00 0.00 -- -- - -- 0.000
5.00 107,605 242.00 0.00 0.00 -- -- 0.00 0.00 -- -- - -- 0.000
6.00 138,540 243.00 0.48 is 0.47 is -- -- 0.00 0.00 -- -- - -- 0.473
7.00 173,258 244.00 1.07 is 1.06 is -- -- 0.00 0.00 -- -- - -- 1.057
8.00 210,404 245.00 1.42 is 1.42 is -- -- 0.00 0.00 -- -- - -- 1.418
9.00 250,417 246.00 20.54 is 1.70 is -- -- 18.84 0.00 -- -- - -- 20.54
10.00 294,565 247.00 45.01 is 0.35 in -- -- 44.65s 33.30 -- -- - -- 78.30