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Last modified
1/25/2010 6:46:17 PM
Creation date
10/5/2006 12:40:59 AM
Metadata
Fields
Template:
Floodplain Documents
County
Statewide
Community
State of Minnesota
Basin
Statewide
Title
Flood-Proofing Administrative Manual for Minnesota
Date
1/1/1997
Prepared By
US Army Corps of Engineers
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />16 <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />D. ADMINISTRATIVE DATA <br /> <br />NEEDS <br /> <br />The following paragraphs provide information on the more important data <br />needs for the design and construction of flood-proofed structures. <br /> <br />Depth of Flooding. The depth of flooding at a site is the difference <br />between the water surface elevation and the ground elevation at that location. <br />Flood depths determine the hydrostatic forces which act on a structure. <br />These forces are usually resolved into the horizontal loads which tend to <br />cause lateral displacement or overturning and the vertical loads which tend to <br />cause downward forces on roofs or uplift pressures on basement floors. <br />Structures must be designed to resist these forces. Section 1401.2 of the <br />Flood-Proofing Regulations indicates that the maximum practical depth for <br />which flood-proofing measures are economically effective is 10 feet of free <br />water. However, for residential flood-proofing flood depths up to about 2 to <br />3 feet are a more reasonable upper limit. This is based upon economic consider- <br />ations and the need to minimize problems of access during times of flooding. <br /> <br />Velocity. The flow of water against and around a structure at moderate <br />or high velocities results in loads in addition to the forces caused by the <br />depths of the water. Velocities also provide a good indication of the magnitude <br />of impact loads from floating objects carried by the flood. Section 1401.3 of <br />the Flood-Proofing Regulations states that a velocity of 10 feet per second is <br />considered the upper limit for which flood-proofing measures are economically <br />effective. However. for residential flood-proofing, with the many problems <br />associated with flowing water such as scour and impact loads. an upper limit for <br />velocities of 2 or 3 feet per second is considered more realistic. High <br />velocities also create problems of access to elevated or otherwise flood-proofed <br />structures. <br /> <br />Duration. The duration of flooding is an important factor in determining the <br />saturation of soils and building materials. the amount and rate of seepage, and <br />other time-dependent effects. In addition, the flood duration has a significant <br />impact on the amount of repairs that will be required and also the economic loss <br />that may result if an industrial facility is forced to cease operations for an <br />extended period of time during the flood. These considerations will help to <br />determine whether flood-proofing is a viable alternative to other flood damage <br />reduction measures. <br /> <br />Rate of Rise and Fall. The rates of flood rise and recession affect the <br />design of intentional flooding systems and devices and individual drainage <br />systems which may be used. These rates also determine the practicality of using <br />closures which require human intervention. Further. since sloughing of levees <br />and river banks may occur when rapid stage reduction is experienced, knowledge of <br />these rates is of importance regarding slope stability. <br /> <br />... <br />
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