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Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. A11 rights reserved. <br />Company Name: ACZ, INC. <br />• Filename: C:\KEVIN\821\POND_C User: K. Kammerzell <br />Date: 06-12-1997 Time: 17:14:55 <br />Pond C Hydrology and Sedimentology <br />Storm: 2.00 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />--------------------------------------------- <br />--------------------------------------------- <br />SUBWATERSHED/STRUCTURE INPUT/OUTPUT TABLE <br />--------------------------------------------- <br />--------------------------------------------- <br />-Hydrology- <br /> Base- Runoff Peak <br />JBS SWS Area CN UHS Tc K X Flow Volume Discharge <br /> <br />--- <br />-------- (ac) (hrs) <br />-- (hrs) <br />------- <br />---- (cfs) <br />---- (ac-f t) <br />-------- (cfs) <br />--------- <br />111 ------- <br />1 --------- <br />0.42 -- <br />90 ----- <br />F ----- <br />0.046 0.000 -- <br />0.000 --- <br />0.0 0.04 0.47 <br /> Type: N ull Label: Watershed A <br />111 <br />---- Structure <br />----- 0.42 <br />--- <br />---- <br />-- <br />--- <br />-- <br />-- 0.04 <br />- <br />-- <br /> <br />111 <br />---- ---------- <br />Total IN/OUT <br />--------------- --------- <br />0.42 <br />--------- -- <br /> <br />-- -- <br /> <br />----- - <br /> <br />------- -- <br /> <br />------- ---- <br /> <br />------ ------- <br /> <br />------- -------- <br />0.04 <br />-------- -- <br />---- <br />0.47 <br />--------- <br />---- <br />112 --------------- <br />1 --------- <br />0.74 -- <br />57 ----- <br />M ------- <br />0.016 ------- <br />0.000 ------ <br />0.000 ------- <br />0.0 -------- <br />0.00 --------- <br />0.00 <br />112 2 0.90 90 F 0.035 0.000 0.000 0.0 0.08 1.01 <br /> Type: Nu ll La bel: Watersheds C and D <br /> <br />i Structure 1_64 0_12 <br />~ ----- <br />---------- -- <br />--- -- ----- ------- - <br />------ ------ ------- --- <br />- --------- <br />~ <br />--- Total IN/OUT <br />---------------- 2.06 <br />--------- <br />-- <br />----- <br />------- <br />------- <br />------ <br />------- 0.12 <br />-------- 1.48 <br />--------- <br />--- <br />111 <br />--- <br />--- ---------------- <br />to 112 Routing <br />---------------- <br />--------- --------- <br /> <br />--------- <br />------ --- <br /> <br />--- <br />--- ---- <br /> <br />---- <br />---- ------- <br /> <br />------- <br />------- ------- <br />0.011 <br />------- <br />------- ------ <br />0.434 <br />------ <br />------ ------- <br /> <br />------- <br />------- -------- <br /> <br />-------- <br />-------- --------- <br /> <br />--------- <br />---- <br />121 1 0.96 90 F 0.064 0.000 0.000 0.0 0.09 1.07 <br /> Type: Null Label: Waters hed B <br />121 Structure 0.96 0.09 <br />-- <br />--------- <br />--- <br />121 --------------- <br />Total IN/OUT ---------- <br />0.96 -- ----- ------- ------- ------ ------- ------ <br />0.09 1.07 <br />--- <br />122 ---------------- <br />1 --------- <br />0.12 --- <br />90 ---- <br />F ------- <br />0.012 ------- <br />0.008 ------ <br />0.434 ------- <br />0.0 -------- <br />0.01 ---- <br />0.13 <br />122 2 0.51 90 F 0.024 0.000 0.000 0.0 0.05 0.57 <br />122 3 0.36 90 F 0.010 0.000 0.000 0.0 0.03 0.40 <br /> Type: Nul l Lab el: Watersheds E, F, & G <br />122 Structure 0.99 0.18 <br />----- <br />--------- <br />--- <br />122 --------------- <br />`Dotal IN/OUT ---------- <br />1.95 --- ---- ------- ------- ------ ------- --- <br />0.18 2.18 <br />--- <br />121 --------------- <br />to 122 Routinq ---------- --- --- - <br />0.012 <br />0.433 <br /> <br />- <br />___ <br />211 _______________ <br />1 __________ <br />1.30 ___ <br />57 ____ <br />M _______ <br />0.050 _______ <br />0.000 ______ <br />0.000 ------- <br />0.0 --- <br />----- <br />0.00 --- <br />0.00 <br /> Type: Pond Label: Waters hed H <br />211 Structure 1.80 0.30 <br />---- <br />---------- <br />--- --------------- <br />Total IN ---------- <br />5.81 -- ----- ------- ------- ------ ------ ---- <br />0.30 3.66 <br /> Total OUT 0.00 0.00 <br />112 to 211 Routing 0.001 0.414 <br />--- --------------- ---------- -- ----- ------- <br />'r11 ------- ------ ------ -------- ---------- <br />Itl ~ I~I~U -.''r' <br />