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~ ~ Civil Soware Design -- SEDCAD+ Ve• on 3 <br />Copyright (C) 1987-1990. Pamela J. Schwab. All rights reserved. <br />. Company Name: Colowyo Coal Company <br />Filename: D:\SEDCAD3\PP2-102 User: JUAN GARCIA <br />Date: 03-30-1992 Time: 16:05:45 <br />SECTION 16 FILL, RIPRAP CHANNEL DESIGN <br />Storm: 2.80 inches, 100 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 />--- <br />-------------- <br />-------------- (ac) <br />--------- <br />--------- <br />----- <br />----- <br />----- <br />----- (hrs) <br />------ <br />------ (hrs) <br />------------- <br />------- (cfs) <br />------- <br />------ (ac-ft) <br />------- (cfs) <br />---------- <br />---------- <br />111 1 198.89 63 M 0.533 ------ <br />0.838 0.348 - <br />0.0 ------- <br />5.84 23.79 <br />111 2 131.13 63 M 0.841 0.000 0.000 0.0 3.85 11.96 <br /> Type: Ripr ap Channel Label: J1B1S1 <br />111 <br />--- Structure <br />--- 330.03 <br />-- 9.69 <br /> <br />111 <br />--- ----------- <br />Total IN/OUT <br />--------------- --------- <br />330.03 <br />-------- ----- <br /> <br />----- ----- <br /> <br />----- ---- <br /> <br />------ ------------- <br /> <br />------------- ------ <br /> <br />------- -------- <br />9.69 <br />-------- ---------- <br />29.47 <br />--------- <br />--- <br />121 --------------- <br />1 -------- <br />268.90 ----- <br />63 ----- <br />M ------ <br />0.177 ------------- <br />0.000 0.000 ------- <br />0.0 -------- <br />7.90 --------- <br />56.91 <br /> Type: Null Label: J1H2S1 <br />l~tructure 268_90 90- <br />? --------- <br />121 <br />--- ----- <br />Total IN/OUT <br />--------------- - <br />- <br />268.90 <br />-------- ----- <br />----- ----- <br />----- ------ <br />------ ------------- <br />------------- ------- <br />------- --- <br />- <br />7.90 <br />-------- 56.91 <br />--------- <br />--- <br />211 --------------- <br />1 -------- <br />19.17 ----- <br />63 ----- <br />M ------ <br />0.090 ------------- <br />0.205 0.343 ------- <br />0.0 -------- <br />0.56 --------- <br />7.00 <br />211 2 23.57 63 M 0.204 0.000 0.000 0.0 0.69 4.67 <br /> Type: Null Lab el: J2B151 <br />211 <br />---- Structure <br />-------------- 42.73 <br />-------- <br />----- <br />----- <br />------ <br />------------- <br />------- 18.84 <br />-------- <br />--------- <br />211 Total IN/OUT 641.66 18.84 65.59 <br />111 to 211 Routing 0.115 0.398 <br />221 1 201.36 63 M 0.149 0.002 0.447 0.0 5.91 43.69 <br />221 2 0.77 63 M 0.002 0.000 0.000 0.0 0.02 0.28 <br /> Type: Null Label: J2B2S1 <br />221 Structure <br />-- 202.13 <br />- <br />---- 5.93 <br />--- <br />---- <br />---------------- <br />221 Total IN/OUT <br />------------------ ------- <br />202.13 <br />------- -- <br />---- <br />------- ---- <br /> <br />---- ---- <br />------------ <br />-------------------- ------- <br /> <br />------- ----- <br />5.43 <br />-------- ---- <br />43.75 <br />-------- <br />------------------ <br />231 1 ------- <br />9.42 ------- <br />63 ---- <br />M -------------------- <br />0.103 0.160 0.358 ------- <br />0.0 -------- <br />0.28 -------- <br />3.44 <br />231 2 13.20 63 M 0.161 0.000 0.000 0.0 0.39 2.86 <br /> Type: Null Label: J2B351 <br />231 Structure 22.62 0.66 <br />------------------ <br />2 Total IN/OUT -------- <br />22.62 ------ ---- -------------------- ------- -------- <br />0.66 -------- <br />5.81 <br />---- -- <br />311 1 -------- <br />14.93 - <br />63 - <br />M - - ----- <br />0.024 0.000 0.000 --- <br />0.0 ------ <br />0.44 ---- <br />5.46 <br /> Type: Nul l Label: POND <br />311 Structure <br />------------------ 14.93 <br />-------- <br />------ <br />---- <br />-------------------- <br />------- 25.88 <br />-------- <br />-------- <br />