Laserfiche WebLink
i <br />Civil Softwre Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />• Company Name: iGREYSTONE DEVELOPMENT CONSULTANTS <br />Filename: C:\SEDCAD3\MTN\WS5A-SD User: C.W. BEGEJ <br />Date: 09-27-1993 Time: 10:29:31 <br />WATERSHEDS~5A, SB, SC, 5D AND DITCH Dl-4 <br />Storm: 1.90 inches, l0iyear-24 hour, SCS Type ZI <br />HydrographiConvolution Interval: 0.1 hr <br />SUBWATERSHED/STRUCTURE INPUT/OUTPUT TABLE <br />-Hydrology- <br /> I Base- Runoff Peak <br />JBS SWS Area CN UHS Tc K X Flow Volume Discharge <br /> <br />--- (ac) i <br />-- (hrs) <br />--------- (hrs) <br />---- <br />------ (cfs) <br />-- - (ac-ft) <br />--------- (cfs) <br />------ <br />---- <br />111 ------------ <br />1 ------- <br />3.27 -- <br />72 --- <br />M 0.039 --- <br />0.000 0.436 - <br />0.0 0.07 0.86 <br />111 2 0.64 88 M 0.026 0.000 0.000 0.0 0.05 0.60 <br /> Type: Null Label: WA TERSHEDS 5A & 5C <br />111 Structure <br />---- 3.91 ~ <br />----- <br />--------- <br />-- <br />------ <br />----- 0.12 <br />- <br />--- <br />--------- <br />---- <br />111 <br />---- ----------- <br />Total IN/OUT <br />--------------- ------- <br />3.91 <br />------- ~ <br />----- -- <br />----------- ----- <br />------- <br />------ - <br />------- --- <br />-- <br />0.12 <br />-------- 1.46 <br />--------- <br />---- <br />112 --------------- <br />1 ------- <br />0.06 ----- <br />72 ----------- <br />M 0.004 ------- <br />0.027 ------ <br />0.418 ------- <br />0.0 -------- <br />0.00 --------- <br />0.02 <br />112 2 2.18 72 M 0.025 0.000 0.000 0.0 0.05 0.58 <br /> Type: Null Label: WATERSHEDS 5B & 5D <br /> <br />---- Structure <br />--------------- 2.24 <br />------- ~ <br />---=- <br />----------- <br />------- <br />------ <br />------ 0.16 <br />--------- <br />--------- <br />112 <br />---- Total IN/OUT <br />--------------- 6.15 <br />------- ~ <br />---=- <br />----------- <br />------- <br />------ <br />------- 0.16 <br />-------- 2.05 <br />--------- <br />---- <br />111 <br />---- <br />---- --------------- <br />to 112 Routing <br />--------------- <br />--------------- ------- <br /> <br />------- <br />------- ----- <br />~ <br />----- <br />----- ----------- <br /> <br />----------- <br />----------- ------- <br />0.010 <br />------- <br />------- ------ <br />0.419 <br />------ <br />------ ------- <br /> <br />------- <br />------- -------- <br /> <br />-------- <br />-------- --------- <br /> <br />--------- <br />--------- <br />~J <br />