Laserfiche WebLink
Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />Company Name: ACZ, INC. <br />Filename: J:\891\SEDCAD\TAYLR100 User: D. Gleason <br />Date: 09-09-1998 Time: 09:39:16 <br />East Taylor Pond (4/97 Post Mine Topography) 100 Yr <br />Storm: 2.80 inches, 100 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 />----------- <br />-- (ac) <br />------- <br />- <br />---- <br />----- <br />----- <br />--- <br />--- (hrs) <br />------- <br />------- (hrs) <br />-------- <br />--- <br />---- <br />----- <br />----- (cfs) <br />------- <br />------- (ac-ft) <br />--------- <br />-------- (cfs) <br />--------- <br />---------- <br />111 -- <br />1 - <br />- <br />169.90 52 M 0.143 - <br />0.140 0.419 0.0 1.26 2.13 <br />111 2 95.90 43 M 0.107 0.015 0.403 0.0 0.01 0.07 <br />111 3 57.60 86 M 0.121 0.041 0.398 0.0 7.16 88.38 <br />111 4 12.60 59 M 0.067 0.000 0.000 0.0 0.25 2.59 <br /> Type: Null L abel: T aylor Trib. 6 3+00 <br />111 <br />- Structure 336.00 <br />- 8.69 <br />-- <br />----- <br />--------- <br />--- <br />111 <br />---- --------------- <br />Total IN/OUT <br />--------------- ------- <br />336.00 <br />------- ----- <br />----- --- <br />--- ------- <br />------- -------- <br />-------- ----- <br />----- ------- <br />-------- - <br />8.69 <br />-------- 91.00 <br />--------- <br />---- --------------- <br />1 ------- <br />35.80 ----- <br />52 --- <br />M ------- <br />0.154 -------- <br />0.100 ----- <br />0.415 -------- <br />0.0 -------- <br />0.27 --------- <br />0.45 <br />1 2 68.40 86 M 0.073 0.047 0.406 0.0 8.51 104.95 <br />121 3 9.90 59 M 0.124 0.000 0.000 0.0 0.20 2.04 <br /> Type: N ull La bel: We st Pit Ditch 0+00 <br />121 Structure 114.10 8.97 <br />-- <br />--------- <br />---- <br />121 --------------- <br />Total IN/OUT ------- <br />114.10 ----- --- ------- -------- ----- -------- ---- <br />-- <br />8.97 106.99 <br />---- <br />211 -------------- <br />1 -------- <br />48.00 ----- <br />59 --- <br />M ------- <br />0.189 -------- <br />0.232 ----- <br />0.407 ------- <br />0.0 - -- - <br />0.95 <br />4.97 <br />211 2 52.40 43 M 0.057 0.211 0.408 0.0 0.01 0.04 <br />211 3 329.00 52 M 0.414 0.000 0.000 0.0 2.45 3.64 <br />211 4 39.10 52 M 0.118 0.000 0.000 0.0 0.29 0.64 <br /> Type: Null Label: East Taylor Pond <br />211 <br />- Structure <br />-- 468.50 21.36 <br />--- <br />---- <br />---------- <br />--- <br />211 <br />---- ------------ <br />Total IN/OUT <br />--------------- -------- <br />918.60 <br />------- ----- <br />----- --- <br />--- ------- <br />------- -------- <br />-------- ----- <br />----- ------- <br />------- - <br />21.36 <br />-------- 184.91 <br />---------- <br />---- <br />111 --------------- <br />to 211 Routing ------- ----- --- ------- -------- <br />0.218 ----- <br />0.412 ------- -------- ---------- <br />• <br />