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<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 />- 28 - <br /> <br />floodplain can then be divided into areas of equal flood depth, <br /> <br />i.e. 0-2 ft., 2-4 ft., and 4+ ft. Flood damages are then found <br /> <br />by planimetering these areas and applying the per acre damage <br /> <br />factors. The per acre damage ~actors can be computed by <br /> <br />estimating typical exposure for each damage category and apply <br /> <br />ing the individual damage factors. Table 3 summarizes the pro- <br /> <br />cedure for obtaining area damage factors for 3 and 4 ft. flood <br /> <br />depths for a sample low density residential area. <br /> <br />For existing areas that are not homogeneous with respect <br /> <br />to flood damage, a more detailed analysis must be performed. <br /> <br />For each damage category the value exposed to flooding must be <br /> <br />known. For example, estimation of the structural damage to a <br /> <br />particular residential unit requires knowledge of the value of <br /> <br />the structure. The exposure is multiplied by the damage factor <br /> <br />taken from the appropriate depth versus damage curve. Dollar <br /> <br />damage is estimated for each damage category, and tabulated by <br /> <br />reach as in Table 4. <br /> <br />Estimation of future flood damages for presently under- <br /> <br />developed areas will require the development of weighted per <br /> <br />acre flood damage factors. These factors should be weighted <br /> <br />to reflect the probable percentage that each land use will be <br /> <br />of the total undeveloped area. This information was obtained <br /> <br />or estimated in the hydrologic analysis, and an example is given <br /> <br />in Table 5. <br /> <br />~ Leonard Rice Consullmg Water Engmeers, Inc. <br />