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FLOOD07955
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Last modified
1/25/2010 7:13:15 PM
Creation date
10/5/2006 3:19:30 AM
Metadata
Fields
Template:
Floodplain Documents
County
Statewide
Community
State of Colorado
Stream Name
All
Basin
Statewide
Title
Hydraulic Design of Bridges with Risk Analysis
Date
3/1/1980
Prepared For
USDOT
Prepared By
Federal Highway Administration
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />MECHANICS OF STUDY <br /> <br />The purpose of this chapter is to discuss the design philosophy <br />used in this report, to define risk analysis, to clarify some design <br />concepts as they apply to risk analysis, to outline the procedure used, <br />and to suggest one possible report outline. <br /> <br />Design Philosophy <br /> <br />Hydraulic design with risk analysis incorporates economic risks <br />directly into the design process. Economic risks are expected losses <br />that can be divided into three categories: (1) direct damage to the <br />roadway and bridge, (2) traffic related losses, and (3) losses due to <br />additional flood damage in the upstream flood plain. Traditionally, the <br />hydraulic design of bridges has been based on hydrologic and hydraulic <br />considerations with economics incorporated in a very indirect manner. <br /> <br />The design philosophy recognizes that no single discharge <br />can characterize the random stresses that nature will impose on a bridge <br />site; thus, it is necessary to evaluate expected losses from the full <br />flOOd-frequency curve by applying the appropriate exceedance probability <br />for each discharge on the curve. The philosophy presumes that all the <br />losses can be quantified and that an optimal design can be found by <br />minimizing the sum of expected losses and capital costs expressed on an <br />equivalent economic basis. <br /> <br />The design techniques associated with this philosophy are conceptually <br />simple. Techniques involve: (1) trying several bridge designs, (2) <br />selecting several discrete discharges to adequately represent the flood <br />frequency curve, (3) repetitively making hydraulic and economic computations <br />with each discharge for a given alternate design, and (4) ultimately, <br />selecting the alternate that has the least total cost to society considering <br />expected losses as well as capital costs. <br /> <br />Several notions about design require elaboration to further illustrate <br />the implications of this design philosophy. These notions include the <br />so called design discharge, the base flood, freeboard, and economic <br />analysis which are discussed in detail below. <br /> <br />The results of the risk analysis are one component of the decision <br />making process. The decision making process will also include consideration <br />of budgetary constraints, the need for emergency supply and evacuation <br />routes, and the need for emergency vehicle access. The provisions of <br />the Flood Insurance Act may also apply to the design process. The risk <br />analysis, however, provides a means of assessing the cost of such <br />constraints by comparing the cost of the encroachment with the constraints <br />to the cost of the alternate that has the least total cost to society. <br /> <br />4 <br />
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