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Civil Software Desiqn -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />• Company Name: Greystone Development Consultants <br />Filename: C:\SCAD\DT\BYRON\RIVPOND User: bgw <br />Date: 10-26-1993 Time: 10:55:58 <br />RIVER POND, 25-YEAR 24-HOUR DISCHARGE THRU EMERGENCY SPILLWAY <br />Storm: 3.40 inches, 25 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 /> <br />--- <br />--- <br />-------------- <br />--------------- (ac) <br />--------- <br />-------- <br />----- <br />----- <br />--- <br />--- (hrs) <br />-------- <br />------- (hrs) <br />------ <br />---- <br />------- <br />------- (cfs) <br />------ <br />------- (ac-ft) <br />--------- <br />-------- (cfs) <br />--------- <br />--------- <br />111 1 0.94 80 M - <br />0.002 -- <br />0.018 0.374 0.0 0.12 1.55 <br />111 2 2.40 80 M 0.032 0.033 0.319 0.0 0.31 3.95 <br />111 3 0.85 80 M 0.002 0.000 0.000 0.0 0.11 1.40 <br /> Type: Null Label: BASINS A,B, & C <br />111 <br />--- Structure <br />----- <br />- <br />- 4.19 <br />--------- <br />--- <br />--- <br />--- <br />- <br />- 0.54 <br />- <br /> <br />111 --- <br />---- <br />Total IN/OUT <br />4.19 -- ----- - <br />---- ------- --- <br />-- --------- <br />0.54 ---- <br />---- <br />6.90 <br />----------------- <br />------------------ <br />1 --------- <br />-------- <br />0.28 ----- <br />----- <br />80 --- <br />--- <br />M -------- <br />-------- <br />0.001 ------ <br />------ <br />0.000 ------- <br />------- <br />0.000 ------ <br />------ <br />0.0 --------- <br />--------- <br />0.04 --------- <br />--------- <br />0.46 <br /> Type: Null La bel: INSLOPE EMB CONT RIB <br />121 <br />--- Structure <br />--------------- 0.28 <br />-------- <br />----- <br />--- <br />---- <br />- <br />----- <br />---- 0.04 <br />-- <br />------ <br />121 <br />--- Total IN/OUT <br />--------------- 0.28 <br />-------- <br />----- <br />--- - <br />-- <br />-------- - <br />------ ------- <br />------- --- <br />------ ------ <br />0.04 <br />--------- --- <br />0.46 <br />--------- <br />--- <br />131 --------------- <br />1 -------- <br />1.95 ----- <br />98 --- <br />M -------- <br />0.000 ------ <br />0.000 ------- <br />0.000 ------ <br />0.0 --------- <br />0.51 --------- <br />5.04 <br /> Type: Null Label: POND AREAL EXTE NT <br />131 Structure <br />----- 1.95 <br />------- <br />--- <br />--- <br />-- 0.51 <br />--- <br />131 <br />--- ---------- <br />Total IN/OUT <br />--------------- - <br />1.95 <br />-------- -- <br /> <br />----- <br /> <br />--- ------ <br /> <br />-------- ------ <br /> <br />------ ------- <br /> <br />------- ------- <br /> <br />------- -------- <br />0.51 <br />-------- --------- <br />5.04 <br />--------- <br />--- <br />211 --------------- <br />1 -------- <br />0.10 ----- <br />98 --- <br />F -------- <br />0.000 ------ <br />0.000 ------- <br />0.000 ------- <br />0.0 -------- <br />0.03 --------- <br />0.26 <br /> Type: Po nd Label: POND SUMMARY <br />211 <br />--- Structure <br />--------------- 0.10 <br />-------- <br />----- <br />--- <br />------- <br />----- <br />------- <br />--- <br />- 1.12 <br />----- <br />----- <br /> <br />211 <br />Total IN <br />6.52 - - -- ---- <br />1.12 --- <br />- <br />12.66 <br />211 Total OUT 1.12 3.81 <br />111 to 211 Routing 0.000 0.461 <br />------------------------------------------------------------------------------- <br />------------------------------------------------------------------------------- <br />• <br />