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<br />and the difference is added to the reference flood elevation of the ~rjd <br /> <br /> <br />cell. The computed elevation is the protection level water surface eleva- <br /> <br /> <br />tion. The amount of protection required for the grid cell is the protpction <br /> <br /> <br />elevation less the topographic (or ground) elevation. If the grid cell <br /> <br />requires flood protection, the computer program truncates the elevation-damage <br /> <br />curve at the protection level elevation. The process is repeated for each <br /> <br />grid cell assigned to the damage reach. <br /> <br />Figure 4-8 illustrates the preceding computational procedure. The sample <br /> <br />grid cell used has a ground elevation of 420.0 feet (see Figure 4-8b). The <br /> <br />damage reach index location has a reference flood water surface elevation <br /> <br /> <br />of 427.0 feet and a desired target protection level of 425.5 feet. The dif- <br /> <br /> <br />ference in water surface elevations at the index location is a minus 1.5 <br /> <br />feet (425.5 - 427.0). The difference is added to the reference flood elev- <br /> <br />ation of the grid cell to yield a corresponding target protection elevation <br /> <br /> <br />(424.5 - 1.5 ~ 423.0 feet) for the cell (see Figure 4-8c). The elevation <br /> <br /> <br />damage function is then truncated as shown in Figure 4-8d and aggregated to <br /> <br />the index location in the usual manner. The option of flood proofing se- <br /> <br /> <br />lected land Use categories within a damage reach to various frequency flood <br /> <br /> <br />events can be done for 1) existing conditions, 2) alternative land use con- <br /> <br />ditions, and 3) alternative land use conditions considering the flood proof- <br /> <br /> <br />ing of new development only. <br /> <br />I <br />~ <br /> <br />Response to Flood Warning Dissemination. The temporary evacuation of <br /> <br />facilities within a damage reach is a component of the implementation of a <br /> <br /> <br />flood warning system. This type of option is difficult to evaluate, not <br /> <br /> <br />because of theory, but because it requires the estimation of the effect of <br /> <br />a flood warning system on the stage-damage functions (for each land use <br /> <br />category) as temporary protection measures are implemented. To evaluate <br /> <br /> <br />the option, the stage-damage functions which are input to the DAMCAL program <br /> <br />are modified (based on a percentage of the existing damage associated with <br /> <br />each stage) for each damageable land use category that is affected. The <br /> <br />modification in the stage-damage functions should include damage reduction <br /> <br />4-21 <br />