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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: TRAPPER MINING <br />Filename: C:\SEDCAD3\RGD\FLUM10P1 User: Karl Koehler/Ray DuBois <br />Date: 12-21-1999 Time: 16:30:48 <br />Mid. Flume As-Built No.l (with As-Built No.3 from MR-168), 10 Yr/24 Hr <br />Storm: 1.40 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />SUBWATERSHED/STRUCTURE INPUT/OUTPUT TABLE <br />-Hydrology- <br /> Base- Runoff Peak <br />JBS SWS Area CN UHS Tc K X Flow Volume Discharge <br /> (ac) (hrs) (hrs) (cfs) (ac-f t) (cfs) <br />111 1 219.$8 87 F 0.202 0.000 0.000 0.0 8.56 93.51 <br /> Type: Null Label: NULL 1,1,1 <br />111 Structure <br />-- 219.88 8.56 <br />--- <br />111 - <br />- ----- <br />Total IN/OUT ------------ <br />219.88 ----- -------- ------ ------ ------ --------- <br />8.56 --------- <br />93.51 <br />--- <br />121 --------------- <br />1 ------------ <br />44.06* 87 ----- <br />F -------- <br />0.144 ------ <br />0.000 ------ <br />0.000 ------ <br />0.0 --------- <br />1.72 --------- <br />19.89 <br /> Type: Null Label: NULL 1,2,1 <br />12 tructure 44.06 1 <br />?? <br /> <br />- <br />12 <br />--- <br />------------- <br />otal IN/OUT <br />--------------- ---- <br />-------- <br />44.06 <br />------------ ----- <br /> <br /> <br />----- -------- <br /> <br /> <br />-------- ------ <br /> <br /> <br />------ ------ <br /> <br /> <br />------ ------ <br /> <br /> <br />------ ---- <br />- <br />- <br />1.72 <br />--------- ------ <br />--- <br />19.89 <br />--------- <br />--- <br />211 --------------- <br />1 ------------ <br />4.36* 87 ----- <br />F -------- <br />0.070 ------ <br />0.000 ------ <br />0.000 ------ <br />0.0 --------- <br />0.17 --------- <br />2.24 <br /> Type: Null Label: NULL 2,1,1 <br />211 Structure 4.36 10.45 <br />--- <br />211 <br />--- ---------------- <br />Total IN/OUT <br />--------------- ----------- <br />268.29 <br />------------ ----- <br /> <br />----- -------- <br /> <br />-------- ------ <br /> <br />------ ------ <br /> <br />------ ------ <br /> <br />------ --------- <br />10.45 <br />--------- --------- <br />113.59 <br />--------- <br />--- <br />111 ---------------- <br />to 211 Routing <br />-- <br />---- <br />--- ----------- <br /> <br />-- <br />--------- ----- <br /> <br />----- -------- <br /> <br />-------- ------ <br />0.035 <br />------ ------ <br />0.414 <br />------ ------ <br /> <br />------ --------- <br /> <br />--------- --------- <br /> <br />--------- <br />--- <br />--- <br />221 - <br />--- <br />-- <br />---------------- <br />1 - <br />----------- <br />66.58* 87 ----- <br />F -------- <br />0.176 ------ <br />0.000 ------ <br />0.000 ------- <br />0.0 -------- <br />2.59 --------- <br />29.63 <br /> Type: Null Label: NULL 2,2,1 <br />221 Structure 66.58 <br />- <br />- <br />- 2.59 <br />----- <br />-- <br />--------- <br />--- <br />221 --------------- <br />Total IN/OUT ------------ <br />66.58 ----- -------- ------ ----- ---- -- <br />2.59 29.63 <br />231 1 56.09 87 F 0.247 0.000 0.000 0.0 2.18 22.72 <br /> Type: Null Label: NULL 2,3,1 <br />231 Structure 56.09 <br />-- <br />----- <br />----- <br />------ 2.18 <br />--------- <br />--------- <br />--- <br />231 ---------------- <br />Total IN/OUT ----------- <br />56.09 ----- ---- <br />-- - - 2.18 22.72 <br />___ <br />311 _______________ <br />1 ____________ <br />1.98* 87 _____ <br />F ________ <br />0.061 ______ <br />0.000 ______ <br />0.000 ______ <br />0.0 __ <br />0 08 <br />1 02 <br />311 2 10.30* 87 F 0.118 0.000 0.000 0.0 0.40 5.29 <br /> Type: Null Label: NULL 3,1,1 <br />31 tructure 12.28 <br />-- <br />----- <br />- <br />---- 15.70 <br />-------- <br />---------- <br />---- <br />311 --------------- <br />Total IN/OUT ----------- <br />403.24 ----- -------- --- <br />- - - 15.70 165.68 <br />---- <br />211 --------------- <br />to 311 Routing ----------- ----- -------- ------ <br />0.017 ------ <br />0.397 ------ ------- - -- <br />