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<br />I- <br />II <br />I I <br />I <br />I <br />il <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 />2000 <br /> <br />1800 <br /> <br />1600 <br /> <br />1400 <br /> <br />- <br />Vl 1200 <br />II.. <br />u <br />- <br />~ <br />0 1000 <br />oJ <br />II.. <br />~ <br />:;) <br />0 <br /> 800 <br /> <br />600 <br /> <br />400 <br /> <br />200 <br /> <br />o <br />o <br /> <br />TOWN OF OAK CREEK <br />COLORADO <br /> <br />'"" GEOTECHNICAL ENGINEERS INC. <br />'.}.I ENGLEWOOD. COLORADO <br /> <br />NOTE' BASED ON SNYDER'S <br />UNIT HYDROGRAPH a <br />KINEMATIC WAVE <br />TECHNIQUES <br />TOTAL RUNOFF VOLUME <br />- 2,500 Acre-Feet <br /> <br /> <br />2 <br /> <br />3 <br /> <br />4 5 6 <br />TIME (HOURS) <br /> <br />7 <br /> <br />8 <br /> <br />9 <br /> <br />10 <br /> <br />MODifiCATIONS TO <br />SHERIFF RESERVOIR <br /> <br />PMF INFLOW <br />HYOROGRAPH- FOft <br />SHERIFF RESERVOU' <br /> <br />PROJECT NO. 86158-03 NOV.tllI <br /> <br />FIGURE 3 <br />