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<br />I <br /> <br />I <br /> <br />I <br /> <br />Hydrologic Procedures <br /> <br /> <br />I <br /> <br />I <br /> <br />The first step in the hydrologic analysis is to establish the amount and <br /> <br /> <br />pattern of rainfall to be expected for the 5-, 10-, 50-, and 100-year frequency <br /> <br /> <br />storms. The National Weather Service has published rainfall data for the area <br /> <br /> <br />which relates rainfall depth, duration, and frequency. This data was analyzed <br /> <br /> <br />to produce realistic rainstorms for each rainstorm frequency. <br /> <br />I <br /> <br />I <br /> <br />The soils in the watershed have been catalogued by the SCS in a draft report <br />for the western part of Elbert County according to their hydrologic properties. <br />This information was used to estimate infiltration rates for the various soils <br />in Elizabeth, Infiltration rates in combination with vegetal cover and the <br />percentage of impervious area establishes a rainfall-runoff relationship for <br />each drainage sub-has in. The various frequency rainstorms are then applied and <br />the resulting runoff is computed. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Storm hydrographs were computed for all design points affected by the deten- <br /> <br /> <br />tion reservoir, The hydrographs provide a continuous reading of discharge at <br /> <br /> <br />any time during a storm, Thus, the lagging of peak flows due to the effect of <br /> <br /> <br />the reservoir is accurately reflected in the peak flow computat~ons downstream, <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />-2- <br />