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<br />I <br /> <br />I <br />Ie <br /> <br />developed acre, h is average flood depth over inundated area, in feet, <br /> <br />and A is the area flooded in acres. <br /> <br />An example of synthetic damage curves can be found in the Susquehanna <br /> <br />I <br /> <br />River study, as commented upon by Kates. (Kates, 1965) "Instead of curves <br /> <br />I <br /> <br />for typical residences based on previous damage experience, Corps per- <br /> <br />sonnel are developing a family of curves from detailed construction-industry <br /> <br />I <br /> <br />cost data on replacement and repair of sub-units of structure and contents". <br /> <br />Curves were also prepared for commercial structures but these used existing <br /> <br />I <br /> <br />damage data. <br /> <br />I <br /> <br />The fourth method, empirical depth-damage curves, requires a post flood <br /> <br />property survey of the flood plain and an estimate of damage for varying <br /> <br />I <br /> <br />depths of water in the flood plain, This method is probably the most common <br /> <br />method in use for estimating damages. This information is then related to <br /> <br />Ie <br />I <br /> <br />stage-frequency data to determine the damage-frequency curve. The amount <br /> <br />of detail used in this method is usually a function of the potential size <br /> <br />and cost of the project and funds allocated to the study. <br /> <br />I <br /> <br />There are generally three types of empirical depth-damage curves being <br /> <br />used. The first type and probably most common, is one which relates damage <br /> <br />I <br /> <br />as a percent of total structure or contents value for various depths of flood- <br /> <br />I <br /> <br />ing. The second type relates damages per square foot for various types of <br /> <br />structures for various depths of flooding. The last type and probably least <br /> <br />I <br /> <br />common in use is curves that relate damages for a certain kind of structure <br /> <br />for various depths of flooding. The last method generally assumes that all <br /> <br />I <br /> <br />gas stations or restaurants, for example, are of the same size and construc- <br /> <br />~ <br />I <br /> <br />tion type and a given flood depth will damage all gas stations an equal dollar <br /> <br />amount. <br /> <br />I <br /> <br />13 <br />