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<br />I <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />,I <br />'. <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />to using the Soil Conservation Service's loss rates with the <br />more detailed SWMN model, and this model setup was selected for <br />use upstream of Douglas Reservoir. Again, the flow is consistent <br />with observations regarding the spillway. <br /> <br />Reservoir Routing <br /> <br />Reservoir routing through Douglas Reservoir and Park Creek was <br />completed using the Modified Pulse Method as contained in the <br />SWMM version developed by the U. S. Army Corps of Engineers. <br />Routing of flows through Park Creek Reservoir was completed <br />for the 100-year event only. Park Creek Reservoir has no effect <br />on peak flows in the study reach for this event and was assumed <br />to have no effect on the other frequencies. <br /> <br />.~' < ''it,' <br />-r"'P~-;'~. <br />