My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FLOOD03431
CWCB
>
Floodplain Documents
>
Backfile
>
3001-4000
>
FLOOD03431
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/25/2010 6:27:16 PM
Creation date
10/4/2006 11:45:41 PM
Metadata
Fields
Template:
Floodplain Documents
County
Statewide
Community
State of Colorado
Stream Name
All
Basin
Statewide
Title
Flood Proofing: How to Evaluate Your Options
Date
7/1/1993
Prepared For
US Army Corps of Engineers
Prepared By
US Army Corps of Engineers
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.
/
58
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 />Floodwalls <br /> <br />Similar to levees, flood walls also keep water away from the building. However, floodwalls are con- <br />structed of stronger materials, are thinner, take less space, and generally require less maintenance than <br />levees. Floodwalls can be constructed using a variety of designs and materials. By taking into account <br />the individual building design, siting, and topography, and with some imagination, a floodwall can be <br />constructed that not only protects a building, but also enhances its appearance. <br /> <br />Selection of a floodwall design is primarily dependent on the type of flooding expected at the building <br />site. Tremendous forces can be created by high flood levels and flood velocities. Fast moving water can <br />also be a danger since erosion might undermine the floodwall or its footing and cause a failure, therefore. <br />riprap may be needed to prevent this problem. <br /> <br />Closures <br /> <br />Closures must be provided for sidewalks, driveways, and other openings left in a flood wall or levee. <br />However, floodwalls and levees designed without closures are normally more effective because there is <br />no need for human intervention. In the case of a levee, access may be provided simply by constructing <br />the levee with gentler side slopes at the driveway to allow vehicles to enter and exit by passing over the <br />levee. When constructing a floodwall or levee around a building, a sump pump must be incorporated to <br />provide proper interior drainage from groundwater seepage and rainwater from the building side of the <br />protection. <br /> <br />Closures act to close the openings in floodwalls and levees and prevent water from entering. They can <br />be of a variety of shapes, sizes, and materials. In some cases closures are permanently attached using <br />hinges so that they can remain open when there is no flood threat. They may also be portable, normally <br />stored in a convenient location and slipped into place when a flood threatens. There are a number of <br />elements involved in designing and using a closure system. Closures may be separated into two basic <br />categories: permanent or temporary. Combinations of permanent and temporary closures are also fea- <br />sible. <br /> <br />Closures can be considered as an option only if a flooding situation provides sufficient warning time to <br />properly install them. The need for both sufficient warning time and "human intervention" is critical, <br />since all temporary closure systems require personnel to install them and make certain they are properly <br />sealed. <br /> <br />Closures that are stored between floods must be readily accessible. The effectiveness of an entire system <br />will be compromised if the closures are stored such that flooding renders them inaccessible, or if even <br />one closure is improperly installed. Closure systems are most effective where there are a limited number <br />of openings. If there are too many, leakage could overwhelm and defeat the system. Any sewers or <br />drain pipes passing through or under a floodwall or levee will require closure valves to prevent backup <br />and flooding inside the building and protected area. <br /> <br />8 DRY FLOOD PROOFI",G <br /> <br />Dry flood proofing involves sealing building walls with waterproofing compounds. imper- <br />meable sheeting, or other materials and using shields for covering and protecting openings <br />from floodwaters. In areas of shallow, low velocity flooding, shields can be used on <br />doors, windows. vents, and other building openings. The first step with the use of shields placed directly <br />on buildings is to be certain that both the shield and the building are strong enough and sufficiently wa- <br />tertight to withstand flood forces. Sewer lines should be fitted with cutoff or check valves that close <br />when flood waters rise in the sewer. to prevent backup and flooding inside the building. <br /> <br />11 <br />
The URL can be used to link to this page
Your browser does not support the video tag.