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Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />Com any Name: ACZ, INC. <br />• Filename: D:\TOM\SENECA~POND610A User: TEL <br />Date: 09-26-1995 Time: 13:17:06 <br />SENECA II WEST MINE: POND 006 WORST CASE (10-YR, 24-HR) <br />Storm: 1.70 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />----------------------------- <br />----------------------------- <br />ELEVATION-DISCHARGE TABLE <br />----------------------------- <br />----------------------------- <br />J2, B1, S1 <br />POND 006 <br />Drainage Area from J2, B1, S1, SWS(s)1-2: 6.8 acres <br />Total Contributing Drainage Area: 676.1 acres <br /> Perf. Emergency Total <br /> Riser Spillway Discharge <br />:=vation (cfs) (cfs) (cfs) <br />-=57.81 0.0 0.0 0.0 <br />-=58.00 0.0 0.0 0.0 <br />'-:59.00 0.0 0.0 0.0 <br />-=50.00 0.0 0.0 0.0 <br />--51.00 0.0 0.0 0.0 <br />-:52.00 0.0 0.0 0.0 <br />-:53.00 0.0 0.0 0.0 <br />~-=64.00 0.0 0.0 0.0 <br />-~6- 00 0.0 0.0 0.0 <br />0 0.0 0.0 0.0 <br />-- o o.o o.o o.o <br />-]58.00 0.0>4.00 0.0 0.0 <br />-]68.50 0.3 0.0 0.3 <br />-=59.00 4.9 0.0 4.9 <br />-:70.00 17.9 0.0 17.9 <br />-_70.80 22.4 0.0 22.4 <br />-]71.00 23.4 3.7 27.1 <br />-]71.50 25.7 13.0 38.7 <br />-71.60 26.1 14.8 41.0 <br />i-]71.71 26.6 19.2 45.7 <br />-;72.00 27.9 36.2 64.1 <br />-;72.21 28.7 49.6 78.3 <br />-]72.71 30.6 92.5 123.1 <br />-]73.00 31.7 124.1 155.9 <br />-]73.21 32.4 147.6 180.0 <br />-]73.71 34.1 214.6 248.7 <br />-=74.00 35.2 264.2 299.4 <br />-X74.21 35.8 301.5 337.2 <br />-)74.71 37.3 405.5 442.9 <br />'-]75.00 38.3 470.8 509.1 <br />-]75.21 38.9 515.5 554.4 <br />-]75.71 40.3 659.8 700.1 <br />-]76.00 41.1 746.8 788.0 <br />-]75.71 43.0 956.4 999.5 <br />-]77.00 43.8 1062.6 1106.4 <br />-]77.71 45.6 1344.6 1390.4 <br />-J78.00 46.4 1477.2 1523.6 <br />-J <br />1 47.4 1813.8 1861.2 <br />] 0 <br />~ 47.5 1865.1 1912.6 <br /> <br />