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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 />i;i) ull8 3 <br /> <br />Return Fk>w to Platte River <br />from Rectangular a.sln <br /> <br />.-.0,0.4 <br />'" <br />"' <br />2. 0.03 <br />. <br />.2 0.02 <br />"' <br />E 0.01 <br />= <br />.. <br />a: 0 <br /> <br /> <br />a ~ 10'~20_ <br />""u <br />"ol5~>> <br />$OU1On <br />Time (Days) <br /> <br />Figure 12b: Return Flow to Platte River for 55 Days After Recharge <br /> <br />5.0 Recharge Basin Design and Suggested Operating Procedure <br />5.1 Rectangular Recharge Basin Specifications <br />The rectangular basin analyzed using the CSUPAW model would <br />essentially be a long, shallow canal. The basin length is 1000 feet which is <br />feasible considering the wide expanse of the Rowe Sanctuary site. The basin <br />width is 5 feet with a basin depth of 1 foot. The basin geometry would be similar <br />to open channel flow with trapezoidal channels used for irrigation or stormwater <br />runoff. The general basin dimensions are illustrated in Figure 13. <br /> <br />TOP VIEW <br /> <br />Width= 5 ft <br />"".. <br />] <br /> <br />Length=1000 ft <br />END VIEW <br />Top Width= 7 ft <br /> <br />~ <br /> <br />/1m <br /> <br />Bottom Width= 5 ft <br /> <br />Figure 13: Recharge Basin Geometry <br /> <br />25 <br />