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Civil Software Design -- SEDCAD+ Version 3.0 <br />Copyright (CI 1987-1990. Pamela J. Schwab. All rights reserved. <br />Company Name: Cyprus Yampa Coal <br />Filename: A:\OVPONDI User: KCK <br />Date: 05-12-1991 Time: 17:44:29 <br />ORCHARD VALLEY POND 1 DRAINAGE AREA <br />Storm: 2.50 inches, 100 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />-------------------------------------------- <br />-------------------------------------------- <br />DETAILED SUBWATERSHED INPUT/OUTPUT TABLE <br /> Seg. Land Flow Segment Time Muskingum <br />J B S SWS # Condition Distance Slope Velocity Time Conc. K X <br /> (ftl (%) Ifps) (hr) (hr) (hr) <br />-- <br />1 - <br />1 --- <br />1 --- <br />1 ----- <br />-a ----------- <br />3 ---------- <br />668.39 ------- <br />39.65 --------- <br />4.41 -------- <br />0.05 ------- <br />0.048 ------------- <br />-- <br />1 - <br />2 --- <br />1 ---- <br />1 ---- <br />-a ----------- <br />5 ---------- <br />143.01 ------- <br />17.48 --------- <br />4.18 -------- <br />0.01 ------- ------------- <br /> -b 7 374.09 9.36 6.16 0.02 0.027 <br />- <br />1 -- <br />2 -- <br />1 ---- <br />2 ----- <br />-a ----------- <br />7 ---------- <br />674.47 ------- <br />38.55 --------- <br />12.50 -------- <br />0.02 ---=--- <br />0.017 ------------- <br /> <br />2 <br />1 <br />1 <br />1 <br />-a <br />3 <br />307.41 -- <br />55.30 _________ <br />5.21 ________ <br />0.02 _______ _____________ <br /> -b 7 124.58 16.05 8.07 0.00 0.021 <br />__ <br />2 <br />-- _ <br />1 <br />-- ___ <br />2 ____ <br />1 <br />- ____ <br />-a ___________ <br />3 __________ <br />1629.37 _______ <br />17.49 _________ <br />2.93 ________ <br />0.74 _______ <br />0.743 _____________ <br /> <br />2 <br />1 -- <br />2 -- <br />- <br />1 ---- <br />-1 ----------- <br />5 ---------- <br />206.07 ------- <br />48.55 --------- <br />6.97 -------- <br />0.01 ------- ------------- <br /> -2 7 146.48 24.61 9.99 0.01 0.018 0.405 <br />_ <br />2 __ <br />1 __ <br />2 ____ <br />2 _____ <br />-a <br />-b ___________ <br />8 <br />7 __________ <br />154.30 <br />455 <br />81 _______ <br />58.33 <br />48 <br />5 _________ <br />22.91 <br />71 <br />4 ________ <br />0.00 <br />05 <br />0 _______ <br /> <br />0 <br />055 _____________ <br /> . . . . . <br />2 1 3 1 -a 3 419.54 54.82 5.18 0.02 <br /> -b 7 72.10 27.74 10.60 0.00 0.026 <br />_ <br />2 __ <br />2 __ <br />1 ____ <br />1 _____ <br />-a ___________ <br />3 __________ <br />1348.97 _______ <br />43.74 _________ <br />4.63 ________ <br />0.09 _______ <br />0.092 _____________ <br />- <br />3 -- <br />1 -- <br />1 ---- <br />1 ----- <br />-a ----------- <br />3 ---------- <br />323.47 ------- <br />49.46 --------- <br />4.92 -------- <br />0.02 ------- ------------- <br /> -b 7 272.49 12.84 7.21 0.01 0.030 <br />• <br />PP•c9 <br />