Laserfiche WebLink
Hydrograph Report -� ��� � ` <br /> Hydraflow Hydrographs Extension for AutoCAD�Civil 9D�2012 by Aulodesk,Inc.v9 Friday,00 t,2071 <br /> Hyd. No. 9 <br /> Ph1-2 StorageRouting2 <br /> Hydrograph type = Reservoir Peak discharge = 0.078 cfs <br /> Storm frequency = 2 yrs Time to peak = 24.08 hrs <br /> Time interval = 1 min Hyd. volume = 10,952 cuft <br /> Inflow hyd. No. = 6 - Combined Max. Elevation = 14.87 ft <br /> Reservoir name = Pipe Storage - Trial 2 Max. Storage = 30,165 cuft <br /> Storage Indicatinr method used. <br /> Ph1-2 StorageRouting2 Elev(f <br /> Elev (ft) Hyd. No. 9--2 Year <br /> 16.00 16.00 <br /> --- - ---__._ . . _ ---.-..___._ __ ..__ _ _ _ __._ _ _. <br /> . .____ ---__ - ----- __ ---- __ <br /> 15.00 15.00 <br /> _ _ -- - -- . _— ---- ---._.. <br /> _ --------- - -.._. .- ------ --___. -- --- - <br /> 14.00 14.00 <br /> _ __._ . ._ _--_ . ___ __ . --.. __ . . _ _. <br /> __ _. . _ __ _ - ---- -- __. . <br /> 13.00 13.00 <br /> __ ._._ ._ _ _ ._. _ . - - -- ---- --- .._. . _ -- -- _ _ <br /> _ . _ _ . <br /> 12.00 12.00 <br /> _ . __ . _ .- - <br /> _ _ _ _ <br /> 11.00 - _ _ _ 11.00 <br /> _ _ _ . _ _ _ . <br /> 10.00 — 10.00 <br /> 0 5 10 15 20 25 30 35 40 45 50 <br /> Time(hrs) <br /> --- 2. Pipe Storage -Trial 2 <br />