Laserfiche WebLink
SEDCAD 4 for Windows <br />Copyright 7998 Pamela J. Schwab <br />Civil Software Design <br />13 <br />• <br /> <br />Elevation Area <br /> <br />(ac) (-opacity <br /> <br />(ac-R) Discharge <br /> <br />(ds) Dewater <br />Time <br />(hrs) <br />6,914.00 0.654 2.325 1.591 2.80 <br />6,914.50 0.663 2.654 1.816 2.35 <br />6,915.00 0.671 2.988 2.217 2.00 <br />6,915.50 0.680 3.326 2.477 1.75 _ <br /> <br />6,916.00 <br />0.688 <br />3.668 <br />2.910 <br />1.55 ~ <br />6,916.50 0.697 4.014 3.200 1.40 <br />6,417.00 0,706 4.365 3.455 2.10 Spillway #1 <br />6,917.50 0.715 4.720 3.686 2.30 <br />6,918.00 0.724 5.080 3.902 2.80 Spillway #2 <br />6,918.50 0,733 5.444 6.607 3.45 <br />6,918.60 0,735 5.519 11.841 1.10 Peak Stage <br />6,919.00 0.742 5.813 32.290 <br />6,919.50 0.751 6.186 62.911 <br />6,920.00 0.760 6.563 102.382 <br />*Designates time(s) to dewater have been extrapolated beyond the So hour hydrograph limit. <br />Detailed Discharge Table <br />• <br /> <br /> <br /> <br />Elevation <br /> <br />Perf. Riser (cfs) <br />Emergency <br />Spillway (cfs) Combined <br />Total <br />Discharge <br />(~5) <br />6,910.27 0.000 0.000 0.000 <br />6,910.50 1.50>D.000 0.000 0.000 <br />6,911.00 0.209 0.000 0.209 <br />6,911.50 ~1.50>0.295 0.000 0.295 <br />6,912.00 0.571 0.000 0.571 <br />6,912.50 1.50>0.713 0.000 0.713 <br />6,913.OD 1.038 0.000 1.038 <br />6,913.50 t.50>1.225 0.000 1.225 <br />6,914.00 1.591 0.000 1.591 <br />6,914.50 1.50>1.816 0.000 1.816 <br />6,915.00 2.217 0.000 2.217 <br />6,915.50 ~ 1.50>2.477 0.000 2.477 <br />6,916.00 2.910 0.000 2.910 <br />6,916.50 3.200 0.000 3.200 <br />6,917.00 3.455 0.000 3.455 <br />6,917.50 3.686 0.000 3.686 <br />6,918.00 3.902 0.000 3.902 <br />6,918.50 4.632 1.976 6.607 <br />6,919.00 5.348 26.941 32.290 <br /> <br />Filename: Rev26Pond007b.sc4 Printed 01-10-2002 <br />