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Last modified
1/26/2010 10:11:55 AM
Creation date
10/5/2006 4:52:37 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 />3/~ <br /> <br />2 <br /> <br />CURaENT DATE: 11-29-1999 FILE DATE: 06-02-1999 <br />itc ' ,. . ~F'!J.. J.~!1]f .~...~ .~.~.~.~ .~.~.~. .... ................................................................F;.~].i~..r:!i!1]f.~..g~!j..~.~................ <br />...................................................................................................................................................... <br />......................................................................................................11.............................................. <br />PERFORMANCE CURVE FOR CULVERT 1 1( 11.00 (ft) BY 10.00 (ft)) RCB <br />.......................................................11....................................................................................................... <br />................................................................................................................................................................ <br />................................................................................................................................................................ <br /> <br />DIS- <br />CHARGE <br />FLOW <br /> <br />HEAD- <br />WATER <br />ELEV. <br /> <br />INLET <br />CONTROL <br />DEPTH <br /> <br />OUTLET <br />CONTROL <br />DEPTH <br /> <br />FLOW NORMAL <br />TYPE DEPTH <br /> <br />CRIT. <br />DEPTH <br /> <br />OUTLET <br />DEPTH <br /> <br />TW <br />DEPTH <br /> <br />OUTLET <br />VEL. <br /> <br />TW <br />VEL. <br /> <br />..... ~ ~.~.~).......... ~.~ E)........ ~.~.~ Y.......... ~.~.~)........<; f: ~::....... ~.~.~)........ ~.~!;)........ ~.~.~)........ ~.~.~)...... ~.~ R.~)..... .L~ E.~)... <br />................................................................................................................................................................ <br />................................................................................................................................................................ <br /> <br />-0.13 <br />4.72 <br />6.40 <br />9.46 <br />11.45 <br />13.30 <br />15.21 <br />16.72 <br />16.79 <br />16.85 <br />2047.20 4979.34 19.21 16.90 6-FFc 10.00 10.00 9.42 7.05 19.75 7.49 <br />................................................................................................................................................................ <br />................................................................................................................................................................ <br />..... ..... ......EI. ~"'i~'i~t"'f ~~~"'i~;~~t ........4.96.0.~.i '3"ft ......E'i.~..;~tl~t...i;;;~~t.... 4.9.6.0.~.O.O...ft.......... <br />El. inlet throat invert 0.00 ft E1. inlet crest 0.00 ft <br />................................................................................................................................................................ <br />................................................................................................................................................................ <br />................................................................................................................................................................ <br /> <br />00 <br />00 <br />00 <br />00 <br />00 <br />00 <br />00 <br />14 <br />2032 17 <br />2040.19 <br /> <br />o <br />300 <br />500 <br />900 <br />1200 <br />1500 <br />1800 <br />2021 <br /> <br /> <br />***** <br /> <br />. <br /> <br />***** <br /> <br />4960.13 <br />4964.85 <br />4966.53 <br />4969.59 <br />4971 63 <br />4974.07 <br />4976.80 <br />4979.06 <br />4979.17 <br />4979.26 <br /> <br />0.00 <br />4.25 <br />6.04 <br />9.21 <br />11.50 <br />13.94 <br />16.67 <br />18.93 <br />19.05 <br />19.13 <br /> <br />O-NF <br />3-Mlt <br />3-M2t <br />2-M2c <br />2-M2c <br />2-M2c <br />2-M2c <br />6-FFc <br />6-FFc <br />6-FFc <br /> <br />EMBANKMENT <br />STATION <br />ELEVATION <br /> <br />SITE DATA ***** <br />UPSTREAM <br />UPSTREAM <br />UPSTREAM EMBANKMENT <br />DOWMSTREAM <br />DOWNSTREAM <br />DOWNSTREAM <br /> <br />STATION <br />ELEVATION <br />EMBANKMENT <br /> <br />TOE <br /> <br />************** <br /> <br />SLOPE <br /> <br />(X:1) <br /> <br />SLOPE <br /> <br />(X: 1) <br /> <br />************************ <br /> <br />CULVERT DATA SUMMARY <br />BARREL SHAPE <br />BARREL SPAN <br />BARREL RISE <br />BARREL MATERIAL <br />BARREL MANNING'S n <br />INLET TYPE <br />INLET EDGE AND WALL <br />INLET DEPRESSION <br /> <br />0.00 <br />3.52 <br />5.11 <br />8 01 <br />10 00 <br />10 00 <br />10 00 <br />10 00 <br />10 00 <br />10 00 <br /> <br />0.00 <br />2 85 <br />4 01 <br />5 94 <br />7 19 <br />8.35 <br />9.42 <br />10.00 <br />10.00 <br />10.00 <br /> <br />172.00 <br />4960.13 <br />0.01 <br />80.00 <br />4960.00 <br />0.01 <br /> <br />BOX <br />11.00 ft <br />10.00 ft <br />CONCRETE <br />0.012 <br />CONVENTIONAL <br />1:1 BEVEL (45 DEG. FLARE) <br />NONE <br /> <br />0.00 <br />3.74 <br />4.26 <br />5.94 <br />7.19 <br />8.35 <br />9.42 <br />9.42 <br />9.42 <br />9.42 <br /> <br />ft <br />ft <br /> <br />ft <br />ft <br /> <br />-0.50 <br />3.74 <br />4.26 <br />4.98 <br />5.40 <br />5.75 <br />6.06 <br />6.34 <br />6.59 <br />6.82 <br /> <br />0.00 <br />7.29 <br />10.67 <br />13.78 <br />15.17 <br />16.34 <br />17.36 <br />19.50 <br />19.60 <br />19.68 <br /> <br />0.00 <br />5.10 <br />5.51 <br />6.05 <br />6.35 <br />6.61 <br />6.82 <br />7.02 <br />7.19 <br />7.34 <br /> <br />................................................................................................................................................................ <br />................................................................................................................................................................ <br />................................................................................................................................................................ <br /> <br />e <br />
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