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<br />------ <br />Damage Reach Boundary ....--- --__ <br />\........-- Grid ril ..... <br />__------............- Ce1~ f <br /> <br />r-- ---- --------------~-ITJ <br />~ -:::-_~ G) Index f61 __I- <br />I DtB Location L2.J I <br />11 __ I <br />l "".--"" -.......-..,.) <br />, 1 _,- - <br />'-- ---- <br />......-----",,-- <br /> <br />NOTE: Only selected grid cells are shown for clarity but <br />in application the grid cells are exhaustive for the <br />entire reach <br /> <br />COMPOSITE DAMAGE FUNCTIONS (Land Use Cateqory 1) <br /> <br />OJ <br />CD <br />'" <br />...., <br />V1 <br /> <br /> <br /> <br />Uniform Protection Level <br /> <br />()) <br />c. I <br />'" <br />...., / <br />V1 <br />I <br />I <br /> <br />$ Damages <br />Base Condition <br /> <br />$ Damages <br />Modified Condition <br /> <br />GENERAL PROCEDURE FOR FLOOD PROOFING OPTION <br /> <br />1. If a uniform protection level is designated for land use category 1, <br />then the composite damage functions of all grid cells assigned land <br />use 1 are truncated to the specified protection level as shown. (It <br />should be noted that the process could be repeated in the flood proof- <br />ing of other land use categories). <br /> <br />2. An elevation-damage curve is then developed for each grid cell in the <br />damage reach using the adopted and modified composite damage functions <br />and assigning topographic elevations to the various stages (in the <br />case of grid cell 1 the composite damage function would be the modified <br />or truncated condition). <br /> <br />3. The elevation-damage curves are then adjusted based on the difference <br />in reference flood elevations between individual grid cells and the index <br />location and then aggregated according to land use classification. <br /> <br />FIGURE 4-6 <br />FLOOD PROOFING SELECTED LAND USE CATEGORIES <br /> <br />4-18 <br />