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Stormwater calculations
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4/16/2026 2:53:19 PM
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Hydrograph Report <br />Hyd. No. 17 <br />POST ACROSS ROAD <br />Hydrograph type = Reservoir <br />Storm frequency 100 yrs <br />Inflow hyd. No. = 16 <br />Max. Elevation = 940.64 ft <br />Peak discharge <br />Time interval <br />Reservoir name <br />Max. Storage <br />Page 1 <br />English <br />= 9.17 cfs <br />= 6 min <br />= FINAL SUBMIT <br />33,094 cuft <br />Storage Indication method mad Total Volume = 95.677 cuft <br />Hydrograph Discharge Table <br />Time <br />Inflow <br />Elevation <br />Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D <br />Outflow <br />(hrs) <br />cfs <br />ft <br />cfs cfs cfs cfs cfs cfs cfs cfs <br />cfs <br />12.00 <br />30.37 << <br />939.58 <br />6.08 ---- ---- -•--- ----- ----- - <br />6.08 <br />12.10 <br />29.34 <br />940.17 <br />7.94 ---- ---- ----- ---- -- <br />7.94 <br />12.20 <br />19.26 <br />940.52 <br />8.86 --- _-- ---- ___ --- ----- <br />8.86 <br />12.30 <br />10.39 <br />940.64 << <br />9.17 --- _ _ -_ _ <br />9.17 <br />12.40 <br />6.01 <br />940.62 <br />9.12 - ----- -. ---- ---- <br />« <br />9.12 <br />12-50 <br />5-17 <br />940.55 <br />8.94 ----- --- --- --- - <br />8.94 <br />12.60 <br />4.36 <br />940.46 <br />8.72 ----- ----- <br />8.71 <br />12.70 <br />3.76 <br />940.36 <br />8.46 ---- ----- --.. ----_ ---- <br />8.46 <br />12.80 <br />3.37 <br />940.26 <br />8.18 ---- ----- ----- _- ----- <br />8-18 <br />12.90 <br />3.13 <br />940.15 <br />7-89 ----- ---- --- .� _ ___-- <br />7.89 <br />13.00 <br />2.93 <br />940.05 <br />7.60 ----- ----- --- �. ...� ___-- <br />7.60 <br />13.10 <br />2.74 <br />939.94 <br />7.26 ---- -- -- ----- - --•-- ----- <br />7-26 <br />13.20 <br />2.57 <br />939.81 <br />6.87 --- ___ _- .__._ ----- <br />6.87 <br />13.30 <br />2.44 <br />939.70 <br />6.49 ----- ---- _---- ----_ <br />6.49 <br />13.40 <br />2.32 <br />939.59 <br />6.10 ----- -- -- --- -- <br />6.10 <br />13.50 <br />2.21 <br />939.49 <br />5.73 ---- - ---- -- <br />5.73 <br />13.60 <br />2.10 <br />939.39 <br />_-- <br />5.37 ---- ---- - --- - ---- ----- <br />5.37 <br />13.70 <br />2.00 <br />939.31 <br />4.98 ---- --- --- ---- --- <br />4.98 <br />13.80 <br />1.91 <br />939.23 <br />4.60 --- _-- _-_ _-- - <br />4.60 <br />...End <br />
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