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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\SUB\WTRENCH User: CW BEGEJ <br />Date: 06-06-1995 Time: 15:55:11 <br />SAE DEMONSTRATION, WEST ROCKFALL HAZARD TRENCH, X-SECT A-G, 10-YR 24HR <br />Storm: 1.80 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 Discharq <br /> <br />---- (ac) <br />--- <br />-- (hrs) <br />------- (hrs) <br />------ <br />---- (cfs) (ac-ft) <br />------ (cfs) <br />------- <br />111 1 14.87 63 S 0.129 0.164 0.239 0.0 0.07 0.11 <br />111 2 0.54* 90 M 0.164 0.000 0.000 0.0 0.04 0.43 <br />111 3 0.61* 90 M 0.166 0.000 0.000 0.0 0.05 0.49 <br /> Typ e: Null Label: X-SECT A-B <br />111 <br />---- Structure <br />--------------- 16.02 <br />-------- <br />--- <br />----- <br />----- <br />-- <br />------- 0.16 <br />-------- <br />-------- <br />111 <br />--- Total IN/OUT <br />--------------- 16.02 <br />-------- <br />--- <br />----- --- <br />----- ------ <br />------ ---- <br />------ <br />------- 0.16 <br />-------- 0.92 <br />-------- <br />--- <br />1. --------------- <br />1 -------- <br />8.90 --- <br />63 ---- <br />S ------- <br />0.261 ---- <br />0.096 ------ <br />0.254 ------- <br />0.0 -------- <br />0.04 -------- <br />0.06 <br />~i <br />~ 2 0.38* 90 M 0.096 0.000 0.000 0.0 0.03 0.36 <br />12 3 0.36* 90 M 0.098 0.000 0.000 0.0 0.03 0.35 <br /> Type: Null Label: X-SECT B-C <br />112 Structure <br />- 9.64 <br />- 0.27 <br />--- <br />112 <br />--- ------------ <br />--- <br />Total IN/OUT <br />---------------- -- <br />----- <br />25.66 <br />-------- --- <br /> <br />--- ----- <br /> <br />----- -------- <br /> <br />-------- ----- <br /> <br />----- ------ <br /> <br />------ ------- <br /> <br />------- -------- <br />0.27 <br />-------- --------- <br />1.42 <br />--------- <br />-- <br />111 <br />-- ---------------- <br />to 112 Routing <br />---------------- -------- <br /> <br />-------- --- <br /> <br />--- ----- <br /> <br />----- ------- <br /> <br />-------- ----- <br />0.095 <br />---- ------ <br />0.202 <br />------ ------- <br /> <br />------- -------- <br /> <br />-------- --------- <br /> <br />--------- <br />--- <br />113 ---------------- <br />1 -------- <br />16.98 --- <br />63 ----- <br />S -------- <br />0.214 ----- <br />0.193 ------ <br />0.243 ------- <br />0.0 -------- <br />0.09 --------- <br />O.li <br />113 2 1.15* 90 M 0.193 0.000 0.000 0.0 0.09 0.8i <br />113 3 0.75* 90 M 0.194 0.000 0.000 0.0 0.06 0.57 <br /> Type: Null Label: X-SECT C-E <br />113 Structure 18.88 0.50 <br />113 Total IN/OUT 44.54 <br />112 to 113 Routing <br />114 1 <br />114 2 <br />114 3 <br />114 Structure <br />1 Total IN <br />~~4 Total OUT <br />0.191 0.202 <br />10.30 63 S 0.121 0.182 0.256 0.0 <br />0.88* 90 M 0.182 0.000 0.000 0.0 <br />0.75* 90 M 0.183 0.000 0.000 0.0 <br />Type: Grass Filter Label: X-SECT E-G <br />11.93 <br />56.47 <br />0.50 2.45 <br />0.05 0.12 <br />0.07 0.6E <br />0.06 O.SF <br />0.67 <br />0.67 3.3C <br />0.67 3.25 <br />113 to 114 Routing 0.180 0.202 <br />11/1/99 <br />Permit Renewal No. 3 FORMERLY ER 8-I55 TAB 4.13, PG 2 <br />