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FLOOD04055
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Last modified
1/25/2010 6:45:09 PM
Creation date
10/5/2006 12:18:29 AM
Metadata
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Template:
Floodplain Documents
County
Statewide
Community
State of Colorado
Stream Name
All
Basin
Statewide
Title
Systems and Materials to Prevent Floodwaters from Entering Buildings
Date
5/1/1985
Prepared For
US Army Corps of Engineers
Prepared By
US Army Corps of Engineers
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />Unclassified <br /> <br />SECURITY CLASSIFICATION OF THIS PAGE(Wh... D.t. Ent.red) <br /> <br />20. ABSTRACT (Continued). <br /> <br />An unreinforced brick-veneer or concrete-block building will support <br />approximately 3 ft of water load without being damaged. A cementitious coat- <br />ing on a brick or block wall surface will strengthen the wall. Buildings must <br />not be made resistant to water penetration above a safe design height or the <br />building may be structurally damaged or collapsed. <br /> <br />Clear sealants do not make brick-veneer or block walls impermeable to a <br />water head. EpoxiesJ polyurethanes, and asphalt coatings that were tested <br />were not reliable in preventing water from penetrating a brick-veneer or block <br />wall. Some cementitious coatings will make a brick-veneer or block wall <br />impermeable against a water head. Cementitious coatings which can be brushed <br />on walls are preferred. <br /> <br />A prototype test of a home was performed in Allenville, Arizona. Only <br />1 in. of water entered the house with a 4-ft head outside. The test did not <br />involve underseepage and only tested a snap connection at the base of the <br />building. The 4-ft water head structurally damaged the block wall house. <br /> <br />A prototype test performed on a home in Tulsa, Oklahoma, included the <br />effects of under seepage and other factors associated with static water pres- <br />sure. Only limited seepage occurred at exterior walls, and the cause of this <br />seepage was determined and can be corrected. This test was a success, and it <br />is now known that homes and buildings can be protected from approximately <br />3-ft-deep floodwaters without structural damage. <br /> <br />A snap seal at the base of a building with an impermeable membrane <br />extending up the wall has been tested with partial success. These tests <br />should be continued and completed. Promising materials and techniques for <br />sealing block and brick walls should be tested for permeability and durabil- <br />ity. Simple methods using on-site data should be developed to estimate under- <br />seepage. Uplift by the flow of water through various soils to the base of a <br />building should be studied and defined. Drainage and sump systems should be <br />studied and a simple, economical, and workable system found and presented in <br />a homeowners's manual. <br /> <br />A loose-leaf homeowner's manual which can be continually updated should <br />be written and published to present flood-resistant construction options and <br />other pertinent information to the public. <br /> <br />An organized effort should be made among the public, contractors, mate- <br />rial developers, and researchers so that the improvements in flood-resistant <br />construction can be developed as quickly and efficiently as possible. Water- <br />resistant protection systems can significantly reduce flood damages and save <br />millions of dollars. <br /> <br />Unclassified <br /> <br />SECURITY CLASSIFICATION OF THIS PAGE(When Data Entitled) <br />
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