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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 />;-:-:-i <br />5 <br />( <br />. <br />I <br />( <br />I <br />\ <br />I <br />\ <br />, <br />\ <br />l <br />l <br />l <br />I. <br />i <br /> <br />l <br />\ <br />l <br />l <br />I <br />( <br />\ <br />f <br />\ <br />\ <br />\ <br />I <br />r' <br />~ <br />., <br />( <br />I <br />" <br />I <br />( <br />, <br />I <br />; <br />~ <br />f <br />( <br />\ <br />I. <br />I <br />.. <br />I <br />I <br />i <br />f <br />( <br />l <br />I <br />( <br />f <br />I <br />i <br />, <br />t <br />I <br /> <br />i <br />r' <br />r <br />" <br />I <br />, <br />f <br />i <br />i' <br />r <br />r <br /> <br />PREFACE <br /> <br />This report presents the findings of an investigation into the physical and economic feasibility <br />of eleven nonstructural flood plain management measures. These measures were selected from <br />a larger number of possibilities principally because they appeared to be the ones being used <br />most frequently and limited time and budget necessitated a reduced number. As a result of a <br />detailed examination of each measure, some general conclusions and observations regarding <br />nonstructural measures were reached. These are discussed in Chapters 1 and 2 under concept <br />and characteristics and should serve as an introduction to the subject and to some of the related <br />problems and questions, Chapters 3 through 13 examine each nonstructural measure in detail. <br />Each Chapter contains a description and illustration of the measure, a discussion of its physical <br />feasibility, an engineer's cost estimate, an evaluation of its economic feasibility, a summary of <br />advantages and disadvantages, and a list of important references, In some cases it was <br />impractical to estimate.cost. In these cases only the cost items were identified. The evaluation of <br />economic feasibility was made by comparing estimated costs with damage reduced. Cost <br />estimates included only essential items in an attempt to estimate a minimum cost. Damage <br />reduced was computed using 1970 Federal Insurance Administration depth-damage and 1974 <br />elevation-frequency data. This gave a maximum damage reduction estimate. Using minimum <br />cost and maximum damage, an "optimistic" estimate of economic feasibility was obtained. <br />Where it was impractical to make a quantitative evaluation of feasibility, some general <br />observations are presented. <br /> <br />Appendix A contains the detailed damage analyses used in establishing economic feasibility. <br />There are numerous variables to consider in estimating expected annual flood damage and <br />Appendix A presents findings on the sensitivity of damage estimates to each of these variables. <br />These data should be useful to any person desiring to understand or estimate the significance of <br />a particular variable on flood damage estimates. It should be pointed out, however, that the <br />computed damage values are based upon generalized elevation - frequency and depth - <br />percent damage data and should not be used in estimating damage where site specific data are <br />available. Appendix B contains a summary of the engineer's cost estimates for selected <br />measures. Appendix C contains information which was developed during the investigation and <br />which it was thought would be useful to anyone investigating forecast, warning, and evacuation <br />as a nonstructural alternative. Appendix D contains similar information on construction <br />materials and methods to reduce damage. A bibliography of papers, reports, texts and other <br />literature collected during the study is cited alphabetically in Appendix E. <br />
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