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<br />I <br />I <br /> <br />5.5 Hydrologic Analysis <br /> <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 />The future condition hydrologic model was modified to reflec.i the improvements identified <br />for the comprehensive plans. Hydrologically, the plans reflect the reduction in peak discharges <br />provided by the regional detention facilities. Discharge data pertaining to the implementation of <br />the comprehensive plans ar~ presented in tabular form in Tables 5.3 and 5.5. Figure 5.18 and <br />5.19 graphically displays the discharge profiles for each basin assuming implementation of the <br />comprehensive plans. For comparison with both existing and future condition modeling results, <br />flood hydrographs associated with implementation of the proposed improvements at selected <br />locations along the major drainageway are presented in Appendix B. <br /> <br />T:10PEMCoweIdO/lcoweJdOllnl rpt.wpd <br /> <br />5.33 <br /> <br />September 8, 1999 <br />