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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 />. <br /> <br />3/~ <br /> <br />2 <br /> <br />CURRENT DATE: 03-23-1?99 FILE DATE: 03-23-1999 <br />CORRENT TIME: 11:21:56 FILE NAME: GSH52 <br />...........00000....0000.....0000000000..00000....000..........0.....000,,0000000000...0....00 <br /> <br />PERFORMANCE CURVE FOR CULVERT I - 'I 8.00 Iftl BY 8.00 Iftll RCB <br />0000010000000000000.",,".0000000000000000000000000000"0"0000000..000000000..0000000 <br /> <br />015- HEAD- INLgT OUTLET <br />CHARGE WATER CONTROL CONTROL FLOW NORMAL CRIT. OUTLET TW OUTLET TW <br />FLOW ELEV. DEPTH DEPTH TYPE DEPTH DEPTH DEPTH DEPTH VEL. VEL. <br />letsl (ftl Iftl Iftl <F4> Iftl Iftl Iftl Iftl Ifpsl Ifpsl <br />000000000000..00000..00000000000000000000000000000000000ooo..aooooooooooooooooooooo <br /> <br /> <br />0.00 <br />500.00 <br />1037.12 <br />1002.79 <br />1089.38 <br />1101.75 <br />11l2.81 <br />1122.55 <br />1131.51 <br />1139.87 <br />1147.68 <br /> <br />4960.'3 <br />4968.04 <br />4975.03 <br />4975.62 <br />4975.90 <br />4976.11 <br />4976.30 <br />4976.47 <br />4976.63 <br />4976.77 <br />4976.91 <br /> <br />0.00 <br />7.74 <br />'4.90 <br />'5.49 <br />15.77 <br />'5.98 <br />16.17 <br />'6.34 <br />16.50 <br />16.64 <br />'6.78 <br /> <br />0.00 <br />6.49 <br />8.00 <br />8.00 <br />8.00 <br />8.00 <br />8.00 <br />8.00 <br />8.00 <br />8.00 <br />8.00 <br /> <br />-0.13 O-NF <br />7.91 2-M2c <br />13.25 6-FFc <br />13.63 6-FFc <br />13.60 6-FFc <br />13.94 6-FFc <br />14.06 6-FFc <br />14.17 6-FFc <br />14.27 6-FFc <br />14.59 4-FFt <br />14.95 4-FFt <br /> <br />0.00 <br />4.96 <br />8.00 <br />8.00 <br />8.00 <br />8.00 <br />8.00 <br />8.00 <br />8.00 <br />8.00 <br />8.00 <br /> <br />0.00 <br />4.96 <br />4.96 <br />4.96 <br />4.96 <br />4.96 <br />4.96 <br />4.96 <br />4.96 <br />4.96 <br />4.96 <br /> <br />-0.50 <br />4.26 <br />5.27 <br />5.91. <br />6.43 <br />6.88 <br />7.26 <br />7.60 <br />7.92 <br />8.22 <br />8.49 <br /> <br />0.00 <br />12.60 <br />26.13 <br />27.03 <br />27.45 <br />27.76 <br />28.04 <br />28.28 <br />28.51 <br />28.02 <br />28.92 <br /> <br />0.00 <br />5.51 <br />6.26 <br />6.71 <br />7.07 <br />7.38 <br />7.63 <br />7.86 <br />8.06 <br />8.25 <br />8.42 <br /> <br />El. inlet face invert <br />El. inlet throat invert <br /> <br />4960.13 ft <br />0.00 ft <br /> <br />00000000000000000000000000000000000000000000000000000000000000000000000000000000 <br /> <br />4960.00 ft <br />0.00 ft <br /> <br />E1. outlet invert <br />E1. inlet crest <br /> <br />00000000000000000000000000000000000000000000000000000000000000000000000000000000 <br /> <br />***** SITE DATA ***** EMBANKMENT TOE ****11"****11"**** <br /> UPSTREAM STATION 102.00 ft <br /> UPSTREAM ELEVATION 4960.13 ft <br /> UPSTREAM EMBANKMENT SLOPE IX:11 0.01 <br /> DOWMSTREAM STATION 100.00 ft <br /> DOWNSTREAM ELEVATION 4960.00 ft <br /> DOWNSTREAM EMBANKMENT SLOPE (X: 1) 0.0' <br /> <br />. <br /> <br />***11"* <br /> <br />********11"11"**11"*11"*****11"*** <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 />BOX <br />8.00 ft <br />8.00 ft <br />CONCRETE <br />0.012 <br />CONVENTIONAL <br />1:1 BEVEL (45 DEG. FLARE) <br />NONE <br /> <br />00000000000000000000000000000000000000000000000000000000000000000000000000000000 <br /> <br />, <br /> <br />: <br /> <br />~ ';'-, <br /> <br />
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