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<br /> Figure IlI-2 I <br /> TypicallOO-Year Hydrographs for Base Model Condition <br /> Page lof2 I <br /> Design Point 1 Design Point 3 <br /> South Platte River Confluence of First Creek and DF A 55 <br /> 5000 5000 I <br /> 4500 4500 <br /> 4000 4000 I <br /> 3500 3500 <br />-.;3000 ~ 3000 I <br />- <br />u u <br />-;2500 -. -; 2500 <br />0 if. 2000 <br />ii:2000 I <br /> 1500 1500 <br /> 1000 1000 <br /> 500 500 I <br /> 0 0 <br /> 0 50 100 150 200 250 300 350 0 50 100 15<t. (h tOO 250 300 350 <br /> Ime rs I <br /> Time (hrs) <br /> I <br /> Maul Reservoir Outfall I <br /> Design Point 6 <br /> Start of Project on First Creek I <br /> 5000 5000 <br /> 4500 4500 <br /> 4000 4000 I <br /> 3500 3500 <br />..3000 ..3000 I <br />- - <br />u u <br />?500 -; 2500 <br />0 0 I <br />ii:2000 ii: 2000 <br /> 1500 1500 <br /> 1000 1000 I <br /> 500 500 <br /> 0 0 I <br /> 0 50 100 150 200 250 300 350 0 50 100 150 200 250 300 350 <br /> Time (hrs) Time (hrs) <br /> I <br /> Design Point 601 Design Point 603 <br /> I <br /> I <br /> <br /> <br /> <br /> <br /> <br /> <br />