My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FLOOD01023
CWCB
>
Floodplain Documents
>
Backfile
>
1-1000
>
FLOOD01023
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/23/2009 10:51:29 AM
Creation date
10/4/2006 9:42:32 PM
Metadata
Fields
Template:
Floodplain Documents
County
Statewide
Title
Floodway Determination Using Computer Program HEC-2
Date
5/1/1974
Prepared For
US
Prepared By
COE
Floodplain - Doc Type
Educational/Technical/Reference Information
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
48
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 />of the Flood Insurance Adminstration (FIA) for developing floodways. <br /> <br />~ <br />. <br /> <br />Current FIA requirements are for equal conveyance reduction. <br /> <br /> <br />Because the program considers only the cross section conveyance <br /> <br /> <br />in its determination of the encroachment stations, a water surface <br /> <br />profile computed for the encroached floodway will not have elevations <br /> <br /> <br />exactly equal to the desired value (natural elevation plus specified <br /> <br /> <br />incremental amount). One reason for variance from desired elevations <br /> <br /> <br />is that a redistribution of flow and velocity occurs whenever a cross <br /> <br /> <br />section is modified. Changes at the current cross section plus the <br /> <br /> <br />backwater effects from downstream encroachments can produce a result <br /> <br /> <br />quite different than the specified incremental change in water surface <br /> <br /> <br />elevation. For low velocity streams of fairly uniform shape, the <br /> <br /> <br />results are usually very close to the desired results. <br /> <br /> <br />The specified incremental change in water surface is usually <br /> <br />considered a maximum desired; however, when running the encroachment <br /> <br />o <br /> <br />profiles, other specified values can also be used. For example, with <br /> <br /> <br />a desired one-foot maximum change in water surface elevation, a series <br /> <br /> <br />of encroachment profiles could be run with 0.5 foot, 0.8 foot, and 1 <br /> <br /> <br />foot incremental increases. Analysis of these profiles would pro- <br /> <br /> <br />vide a means for selecting the limits of encroachment. <br /> <br /> <br />The stations of encroachment should be plotted in plan view <br /> <br /> <br />and also on cross section plots to further evaluate the results. <br /> <br /> <br />The HEC-2 printer plot routine can provide a set of cross sections <br /> <br /> <br />suitable for the cross section review. The visual presentation of <br /> <br /> <br />the data often facilitates selection of encroachment stations. If <br /> <br />7 <br />
The URL can be used to link to this page
Your browser does not support the video tag.