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Last modified
1/25/2010 6:45:33 PM
Creation date
10/5/2006 12:24:09 AM
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Template:
Floodplain Documents
County
Weld
Basin
South Platte
Title
Project Notebook for I-25 Corridor Master Drainage Plan South Weld County: Volume 1 of 2
Date
12/6/1999
Prepared For
Weld County Public Works
Prepared By
Anderson Consulting Engineers, Inc.
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />CURRENT DATE: 03-15-1999 <br />CURRENT TIME: 11:17:23 <br /> <br />&115"2- <br />If/Io <br /> <br />FILE DATE: 03.15.1999 <br />FILE NAME: GSH52 <br /> <br />_'i;:~i:;ffi~!!~~;~~~i!:::!!::::mm;::g~~::::2~:~~~~~:::~:~~:~~~;~~1!iii!ffi~i:~~~,~ffi <br /> <br />........---.----...--......-.....-.-.................... ...........-.............--...--.....-.---.... <br />~~~~l~~iiiiiiiiffim~Ef.E]~El~ll~'jjEumlEjmWHumj HY -8, VERS I ON 6. 0 ilh1jillis~.lli1555Ea~Ea::j~1i1ii:~lli:~~m <br /> <br />;;;;;:;::::;;;;;;i.'t:)i:!!;;r:!;;;;;;;;;;;;;;;;;;;;:H;immm;;;;;;;,mm;;;;;;;;;;;;;;;:::;::;:;;;;;;;,;;;;;mm;;;;;;,;;mmimmim;;;!;;;;;:;;;;;;:;;;;;;;;;;:;;;;;rni;i;;;;;;;;;;;;mm.;;;;;H;;;s;,;;"r..;;s;;;;m <br />.............................-................-....-......................................................................................._....._.._..........~.................................__..__...---.... <br />..........................................................................................................................................................-.........-...................--.--..--....--.-...-....-..... <br />...........-.......-.......-..-...............-............-...............................................................-...-...-.--........................-.-.-------.-...... <br /> <br />C I SITE DATA I CULVERT SHAPE, MATERIAL, INLET 1 <br />U 1--------------------------1------------------..--.-.-..-..----------------1 <br />l I INLET OUTLET CULVER I BARRELS 1 <br />I V I ElEV. ElEV. lENGTH SHAPE SPAN RISE MANNING INLET 1 <br />INo.1 (ft) (ft) (ft) MATERIAL (ft) (ft) n TYPE I <br />I 1 14960.13 4960.00 72.00 1 RC8 8.00 8.00 .012 CONVENTIONAL I <br />I 2 I I <br />I 3 1 I <br />I 4 1 I <br />I 5 1 I <br />1 6 1 I <br />................................ ...................... ................-.......................................................-.....-..-.-..-...-.-.... <br />............................... ............ .......................... ......................................................................-.....-....-.................... <br />........................... ........... .........................................................................................--......-...........-..... <br />................................... .......................................................... ..... .....................................................................................-.......................-. <br />................................... ..............................................................................._..................m..... <br />................................... ............................... ...... ................................... ..........-.................................................--.....--.--......--... <br /> <br />SUMMARY OF CULVERT FLOWS Ccfs) FILE: GSH52 DATE: 03-15-1999 <br />-~~-. <br />ElEV (ft) TOTAL 1 2 3 4 5 6 ROADWAY ITR <br />4960.13 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 1 <br />4963.60 120.0 120.0 0.0 0.0 0.0 0.0 0.0 0.00 1 <br />4964.52 200.0 200.0 0.0 0.0 0.0 0.0 0.0 0.00 1 <br />4966.48 360.0 360.0 0.0 0.0 0.0 0.0 0.0 0.00 1 <br />4967.82 480.0 480.0 0.0 0.0 0.0 0.0 0.0 0.00 1 <br />4969.06 600.0 600.0 0.0 0.0 0.0 0.0 0.0 0.00 1 <br />50 720.0 720.0 0.0 0.0 0.0 0.0 0.0 0.00 1 <br />e J8 840.0 840.0 0.0 0.0 0.0 0.0 0.0 0.00 1 <br />,.82 960.0 960.0 0.0 0.0 0.0 0.0 0.0 0.00 1 <br />4974.96 1080.0 1032.9 0.0 0.0 0.0 0.0 0.0 37.78 7 <br />4975.20 1200.0 ,1047.6 0.0 0.0 0.0 0.0 0.0 141.67 6 <br />4974.57 1008.5 1008.5 0.0 0.0 0.0 0.0 0.0 OVERTOPPING <br /> <br />........................... <br />....................... <br />.......................... <br />.......................... <br />... .......................... <br /> <br />.......---.............-................... .......................-............................................-..--.......-......... <br />.... .. ........ ........................................................................................... ......................................................................................-........-............. <br />...........................................................................................................................................................................................................-............................ <br />......................... ........... ........... ............................................................................................................... <br />................-.......................................................................................... <br />....................... ..................... .............................................. ..........-........................................................-..--.-..................... <br /> <br />......................................................................................................._................. <br />::iiimmHHimmmiHHiimiiiiiimillliiiiimmUmmmmmmmmmmm,Hmlimgf,illm;m~llllllmi!! <br /> <br />SUMMARY OF ITERATIVE SOLUTION ERRORS FILE: GSH52 <br /> <br />HEAD <br />ElEV (ft) <br />4960.13 <br />4963.60 <br />4964.52 <br />4966.48 <br />4967.82 <br />4969.06 <br />4970.50 <br />4972.08 <br />4973.82 <br />4974.96 <br />4975.20 <br /> <br />HEAD <br />ERROR (ft) <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />-0.008 <br />-0.007 <br /> <br />TOTAL <br />FLOW (cfs) <br />0.00 <br />120.00 <br />200.00 <br />360.00 <br />480.00 <br />600.00 <br />720.00 <br />840.00 <br />960.00 <br />1.080.00 <br />1200.00 <br /> <br />FLOW <br />ERROR (cfs) <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />9.35 <br />10.77 <br /> <br />DATE: 03-15-1999 <br /> <br />% FLOW <br />ERROR <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.87 <br />0.90 <br /> <br /><1> TOLERANCE (ft) = 0.010 <2> TOLERANCE (%) = 1.000 <br /> <br />...... ......................................... ...................... ...............................................................--...-........ <br />::::::.........................'::::,::"...............::::::",::::::, ............ ::,:::::::",::::::::' ,:::::,::,::::::::::::::::::::::::::::::::::::',,::::"'::::,,::::::::::::::::::::"'::::::,~-''''::,::,.........._~........ <br />;;;;;;;;;;;;:;;;;:;:;;;;::::;;;;:;;;;;;:;:;;;;;:;;;;;;;;;;;;;;;;;;m;;;;;;;;;;;;;;" :,::::::::::::::::::::::::: ;;;:;:::::;;,,;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;;,:;;::;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:=:::::,m;;;m;;;;;;;;m <br /> <br />. <br />
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