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Stormwater calculations
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4/16/2026 2:53:19 PM
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Hydrograph Report <br />Page 1 <br />English <br />Hyd. No. 9 <br />PRE 2 ACROSS ROAD <br />Hydrograph type <br />Reservoir <br />Peak discharge <br />= 2.60 cfs <br />Storm frequency <br />10 yrs <br />Time interval <br />= 6 min <br />Inflow hyd. No. <br />= 7 <br />Reservoir name <br />= EXIST CULVERT <br />Max. Elevation <br />= 939.53 ft <br />Max. Storage <br />= 9,684 cuft <br />Storage Indication method used <br />- <br />Total vOlUml? s 33,198 cuff <br />Hydrograph Discharge Table <br />Time <br />Inflow <br />Elevation <br />Clv A Clv B Clv C Clv D Wr A <br />Wr B Wr C Wr D Outflow <br />(hrs) <br />cfs <br />ft <br />cfs cfs cfs cfs cfs <br />cfs US cfs cfs <br />12.10 <br />9.54 << <br />939.01 <br />1.84 ----- ----- - -- - <br />----- ----- - - -- 1.84 <br />12.20 <br />6.68 <br />939.35 <br />2.35 ----- --- - --- <br />----- ----- 2.35 <br />12.30 <br />3.87 <br />939.50 <br />2,56 ----- ----- - <br />----- ----- - 2.56 <br />12.40 <br />2-33 <br />939-53 << <br />2.60 ---- -- <br />----- ---- --- 2.60 << <br />12.50 <br />2.02 <br />939,51 <br />2.57 ---- ---- <br />--_-- ----- ----- 2.57 <br />12.60 <br />1.73 <br />939A7 <br />2.52 --- <br />----- 2-52 <br />12-70 <br />1.50 <br />939A2 <br />2.46 --- -- -- <br />----- ----- 2,46 <br />12.80 <br />1.35 <br />939.37 <br />2.38 - ---- ---- <br />----- ---- 2.38 <br />12,90 <br />1.26 <br />939.31 <br />2.30 -- - ----- -- <br />---- ----- 2.30 <br />13.00 <br />1.19 <br />939.25 <br />2.21 --- ---- ---- <br />----- ----- 2.21 <br />13.10 <br />1.11 <br />939.19 <br />2.13 --- - ---- <br />----- 2.13 <br />13-20 <br />1.05 <br />939.14 <br />2.04 ---- --- -- <br />-- -- ----- 2.04 <br />13.30 <br />1.00 <br />939.08 <br />1.95 ----- ---- --- <br />---_- --- 1.95 <br />13.40 <br />0.96 <br />939,03 <br />1.86 <br />1.86 <br />13.50 <br />0.91 <br />938.98 <br />1.83 <br />1.83 <br />13.60 <br />0.87 <br />938-93 <br />1,80 <br />----- .� 1.80 <br />13.70 <br />0.83 <br />938.88 <br />1.78 ---- ---- -- --- <br />----- 1.78 <br />13.80 <br />0.80 <br />938.82 <br />1.76 - ---- --- --- <br />----- 1.76 <br />13.90 <br />0.76 <br />938,77 <br />1.64 ---- ---- - <br />--- - ----- 1.64 <br />14.00 <br />0.73 <br />938.72 <br />1.52 --- --- <br />----- ----- 1.52 <br />14.10 <br />0.70 <br />938.68 <br />1.42 - --- ---- ---- <br />-_-- __-- --_ 1.42 <br />14.20 <br />0.68 <br />938.64 <br />1.32 - --__ -- <br />___ __-- ----- 1.32 <br />-End <br />
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