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<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 />I <br />I <br /> <br />700 <br /> <br />600 <br /> <br />500 <br /> <br />lZl <br />~ <br />U <br />t:: <br />.~ 400 <br />r: <br />..t:: <br />C) <br />tI:l <br />..... 300 <br />Cl <br />~ <br />(I,) <br />0.. 200 <br /> <br />100 <br /> <br />o <br />o <br /> <br />Figure 5: <br /> <br />Discharge Probability Profile <br />Magpie Run <br /> <br />I I I I I I I I I <br />-----T-----j------r-----'------.-----T-----j------r-----1------ <br /> <br />I I I I I I I I I <br />I I I I I I <br />Confluence with Beebe Draw I I I I I I <br />I I I I I I <br />I I I I I I I I I <br />-----+-----,------r-----~------~-----+-----,------r-----~------ <br />I I I I I I I I I <br />I I I I I I I I <br />: I I : : : I I Interstate 25 <br />I I I I I I I I <br />-----+-----~------~-----~------~-----+-----~------~-----~------ <br />I I I I I I I I I <br />I I I I I I I I I <br />I I I I I I I I I <br /> <br />............l...........!............L...........J............J............J............l...........J.............l..... <br />I I I I I I I I I <br /> <br />-----~-----J______L_____j______L_____~_____J______L_____J______ <br />I I I I I I I I I <br />I I I I I I I I I <br /> <br />---- _.l. __ __ _ .J____ _ _r.._ __ _ _ L _ _ _ _ __1_ _ ___ L ___ __J___ __ _1____...1 __. <br />I I I I I I I I I <br />I I I I I I I I I <br /> <br />-----i-----~---___L_____l______L_____i_____~______L_____J______ <br />I I I I I I I I I <br />I I I I I I I I I <br />I I I I I I I I I <br />I I I I I I I I I <br />I I I I I I I I I <br />I I I I I I I I I <br />-----T-----,------r-----j------r-----T-----,------r-----,------ <br /> <br />I I I I I I I I I <br />I I I I I I I I I <br />I I I I I I I I I <br />I I I I I I I I I <br />I I I I I I I I I <br /> <br />100-Year <br /> <br />.......... <br /> <br />50- Year <br /> <br />----- <br /> <br />10-Year <br /> <br />500 <br /> <br />1000 <br /> <br />1500 <br /> <br />2000 2500 3000 <br />Channel Station <br /> <br />3500 <br /> <br />4000 <br /> <br />4500 <br /> <br />5000 <br /> <br />Flows are for future basin conditions without stormwater detention. <br /> <br />Source: "Beebe Draw and Barr Lake Tributaries - Outfall System Planning Study" <br />Wright Water Engineers, Inc. 1990 <br /> <br />10 <br />