My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FLOOD05756
CWCB
>
Floodplain Documents
>
Backfile
>
5001-6000
>
FLOOD05756
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/25/2010 6:50:06 PM
Creation date
10/5/2006 1:46:27 AM
Metadata
Fields
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
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
50
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
<br /> <br /> {flfrR.-r: r3 f};CZ.S- <br /> Cf!!t <br /> 3 <br />CURRENT DATE: 04-08-1999 FILE DATE: 04-08-1999 <br />(" 'ENT TIME: 16:07:23 FILE NAME: G3RCBI25 <br /> PERFORMANCE CURVE FOR CULVERT 2 - 2 11.00 ft BY 6.00 RCB <br /> DIS- HEAD- INLET 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 /> (cfs) (ft) (ft) (ft) <F4> (ft) (ft) (ft) (ft) (fps) (fps) <br /> 0.00 48.50 0.00 -2.00 O-NF 0.00 0.00 0.00 -1. 00 0.00 0.00 <br /> 184.85 50.48 1. 98 1. 70 1-S2n 0.81 1. 30 0.85 1.15 9.90 6.34 <br /> 366.23 51.63 3.13 2.24 1-S2n 1.29 2.05 1. 35 2.24 12.31 7.99 <br /> 550.05 52.62 4.12 2.82 1-S2n 1. 69 2.69 1. 81 3.11 13.79 9.09 <br /> 611.13 52.93 4.43 3.03 1-S2n 1. 82 2.89 1.96 3.38 14.18 9.41 <br /> 917.56 54.37 5.87 4.20 1-S2n 2.39 3.79 2.66 4.43 15.69 10.76 <br />1100.87 55.25 6.75 5.02 1-S2n 2.70 4.28 3.05 4.84 16.42 11. 39 <br />1283.49 56.20 7.70 5.93 1-S2n 3.01 4.74 3.42 5.14 17.07 11.85 <br />1462.14 57.24 8.74 6.91 5-S2n 3.30 5.17 3.77 5.40 17.64 12,23 <br />1550.53 57.81 9.31 7.43 5-S2n 3.44 5.37 3.94 5.61 17.87 12.54 <br />1589.05 58,06 9.56 7.72 5-S2n 3.50 5.46 4.01 5.79 18.00 12,80 <br /> El. inlet face invert 48.50 ft El. outlet invert 46.50 ft <br /> El. inlet throat invert 0.00 ft El. inlet crest 0.00 ft <br /> <br />***** <br /> <br />SITE DATA ***** CULVERT INVERT <br />INLET STATION <br />INLET ELEVATION <br />OUTLET STATION <br />OUTLET ELEVATION <br />NUMBER OF BARRELS <br />SLOPE (V /H) <br />CULVERT LENGTH ALONG SLOPE <br /> <br />************** <br /> <br />. <br /> <br />300.00 ft <br />48.50 ft <br />100.00 ft <br />46.50 ft <br />2 <br />0.0100 <br />200.01 ft <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 />************************ <br /> <br />BOX <br />11.00 ft <br />6.00 ft <br />CONCRETE <br />0.012 <br />CONVENTIONAL <br />SQUARE EDGE (30-75 DEG. FLARE) <br />NONE <br /> <br />. <br />
The URL can be used to link to this page
Your browser does not support the video tag.