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<br />150 200 250 <br />STATIONING, IN FEET FROM LEFT BANK <br /> <br />Figure 2. Cross-section geometry for the critical cross section at the Patrick Sweeney diversion structure. <br /> <br />60 80 100 120 <br />STATIONING, IN FEET FROM LEFT BANK <br /> <br />Figure 3. Cross-section geometry for the critical cross section at the Maybell Canal diversion structure. <br /> <br /> 100 <br />::E 98 <br />::l <br />~ <br />0 <br />> <br />a: 96 <br />< <br />a: <br />I- <br />m <br />a: <br />< 94 <br />w <br />> <br />0 <br />~ <br />I- 92 <br />w <br />w <br />lL. <br />~ <br />Z 90 <br />0 <br />i= <br />~ <br />W <br />...J 88 <br />w <br /> 86 <br /> -20 0 <br /> <br />102 <br /> <br />::E 100 <br />::l <br />I- <br />~ <br />1i: 98 <br />< <br />a: <br />I- <br />~ 96 <br />< <br />w <br />e; <br />CD 94 <br />< <br />tu <br />~ 92 <br />~ <br />Z <br />o <br />~ 90 <br />> <br />W <br />...J <br />w 88 <br /> <br />86 <br />-20 <br /> <br /> <br /> <br />50 <br /> <br />100 <br /> <br />300 <br /> <br />350 <br /> <br />400 <br /> <br /> <br />o <br /> <br /> <br />20 <br /> <br />40 <br /> <br />160 <br /> <br />140 <br /> <br />180 <br /> <br />200 <br /> <br />4 Computation of Selected Hydraulic Variables for the Lower Vampa River In Northwestern Colorado <br />