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Last modified
1/25/2010 7:12:22 PM
Creation date
10/5/2006 3:07:29 AM
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Template:
Floodplain Documents
County
Statewide
Basin
Statewide
Title
Physical and Economic Feasibility of Nonstructural Flood Plain Management Measures
Date
3/1/1978
Prepared For
US
Prepared By
US Army Corps of Engineers
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />==t <br />~ <br />~ <br />I <br />f <br /> <br />CHAPTER 3 <br /> <br />TEMPORARY AND PERMANENT CLOSURES <br />FOR OPENINGS IN EXISTING STRUCTURES <br /> <br />Description <br />Structures whose exterior is generally impermeable to water can be made to keep flood <br />water out by installing watertight closures to openings such as doorways and windows, While <br />some seepage will probably always occur, it can be reduced by applying a sealant to walls and <br />floors and by providing a floor drain where practical. Closures may be temporary or permanent. <br />Temporary closures are installed only during a flood threat and therefore need warning time for <br />installation. Specific measures which may be taken are described below. <br /> <br />Doorway Closures - Exterior doors do not normally seal tight enough to prevent seepage <br />around the door jamb. Installation of a rubber type gasket and the means to press the door <br />against the gasket to create a tight seal would be adequate for low heads (0 - 1 feet). A more <br />certain means is the use of flood shields. Shields are normally of aluminum, steel or wood and <br />made to the height and width desired. In commercial/industrial structures they may be <br />permanently installed at the doorway on hinges or rollers for swinging or sliding into place, or <br />more often, particularly for residential structures, they may be stored nearby for installation on <br />brackets or anchor bolts at the time of a flood. The shield seals against the door jamb with a <br />rubber type gasket. Doorways not used are sometimes closed permanently with concrete <br />blocks, bricks, or other relatively impermeable materials. <br /> <br />Window Closures - Normal window glass will take little hydrostatic pressure and is especially <br />vulnerable to breakage by floating debris. Flood shields are commonly used to protect windows <br />and prevent water from entering. As with doorway shields they may be permanently installed on <br />hinges or rollers at the opening or stored elsewhere and installed temporarily during floods. <br />Another alternative is to install heavy duty plexiglass or glass block (for basement windows) <br />which can normally withstand hydrostatic pressures of several feet. large display windows in <br />commercial structures are sometimes protected by installing weep holes at the base of the <br />window. This allows water on the inside to equalize the hydrostatic pressure on the window, but <br />it is prevented from entering the remainder of the structure by parapet walls. Windows not <br />needed can be permanently closed with blocks, brick or other impermeable material. <br /> <br />Seals - Waterproofing sealants are sometimes applied to generally impermeable walls and floors <br />to further reduce seepage. Sealants are particularly effective on brick veneer, cement block, <br />r~inforced concrete and similar masonry type surfaces. Cracks in the masonry can be filled by <br />caulking. <br /> <br />Sewer Lines - Sanitary sewer backflow can be prevented by installation of a gate valve and by <br />installing valves in floor drains. <br /> <br />Sump Pump - Some seepage is likely to enter a structure even though it is termed "watertight". <br />It is desirable, therefore, to have a sump pump available to remove seepage. The pump <br />discharge should be located above the design flood elevation. <br /> <br />The above measures are those generally used to keep water out of a structure~ They can be <br />used in any combination depending upon specific site conditons. Figure 3-1 illustrates the use of <br />these measures. <br /> <br />12 <br />
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