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Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />Company Name: GREYSTONE DEVELOPMENT CONSULTANTS <br />Filename: C:\SEDCAD3\CR7\SEDA10 User: bgw <br />Date: 01-29-1996 Time: 13:51:47 <br />Exhibit 7 Midterm Review, Sedimentation Trap <br />Storm: 2.10 inches, 10 year-24 hour, SCS Type II <br />Hydroqraph Convolution interval: 0.1 hr <br />DETAILED SUBWATERSHED INPUT/OUTPUT TABLE <br />Seq. Land Flow Segment Time <br />J B S SWS # Condition Distance Slope Velocity Time Conc <br />(ft) ($) (fps) (hr) (hr) <br />• <br />Muskingum <br />K X <br />(hr) <br />1 1 1 1 -a 1 300.00 1.00 0.25 0.33 <br />-b 6 259.00 1.00 1.50 0.05 <br />-c 8 267.00 0.50 2.12 0.03 0.412 <br />-- <br />1 - <br />1 --- <br />1 --- <br />1 ------- <br />-1 -------- <br />8 ------------ <br />618.01 -------- <br />0.50 ------- <br />2.12 -------- <br />0.08 ------- ------------- <br />0.080 0.277 <br />- <br />1 - <br />1 - <br />1 --- <br />2 ------- <br />-a -------- <br />1 ------------ <br />300.00 -------- <br />2.50 - <br />0.40 <br />0.21 <br /> -b 6 114.00 2.50 2.37 0.01 <br /> -c 8 196.00 0.50 2.12 0.03 0.247 <br />- <br />1 - <br />2 --- <br />1 --- <br />1 ----- <br />-a ------- <br />--7---- ----------- <br />-----56_00 -------- <br />7.00 ------- <br />5.33 -------- <br />0.00 ---- <br />0.002 <br />1 2 1 1 ---- <br />-1 - <br />6 1159.93 4.00 3.00 0.11 <br /> -2 6 212.41 29.00 8.08 0.01 <br /> -3 6 101.98 20.00 6.71 0.00 <br /> -4 8 133.00 0.50 2.12 0.02 0.135 0.345 <br />- <br />1 <br />2 --- <br />1 --- <br />2 ------- <br />-a -------- <br />3 ---------- <br />40.00 <br />7.00 <br />1.85 <br />0.01 <br /> -b 6 591.00 5.00 3.35 0.05 0.054 <br />1 2 1 2 -1 6 212.41 29.00 8.08 0.01 <br /> -2 6 590.27 3.00 2.60 0.06 <br /> -3 6 101.98 20.00 6.71 0.00 <br /> -4 8 133.00 0.50 2.12 0.02 0.091 0.351 <br />- <br />1 - <br />2 --- <br />1 --- <br />3 ------ <br />-a -------- <br />3 ----------- <br />125.00 --------- <br />29.00 ---- <br />3.77 <br />0.01 <br /> -b 6 79.00 29.00 8.08 0.00 0.011 <br />1 2 1 3 -1 6 196.09 3.00 2.60 0.02 <br /> -2 6 101.98 20.00 6.71 0.00 <br /> -3 6 394.18 3.00 2.60 0.04 <br /> -4 8 133.00 0.50 2.12 0.02 0.084 0.319 <br />1 2 1 4 -a 7 196.00 3.00 3.49 0.02 0.015 <br />1 2 1 4 -1 6 101.98 20.00 6.71 0.00 <br /> -2 6 394.18 3.00 2.60 0.04 <br /> -3 8 133.00 0.50 2.12 0.02 0.063 0.32 <br /> <br />1 <br />2 <br />1 <br />5 <br />-a <br />3 <br />71.00 <br />21.00 - <br />3.21 -------- <br />0.01 ------ <br />0.006 <br />1 2 1 5 -1 6 385.17 3.00 2.60 0.04 <br />7-34 <br />8 May 1996 <br />