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DRAINAGE CRITERIA MANUAL (V. 3) <br />10.0 <br />." <br />Iv! A <br />A A <br />rerg/1/41111111 <br />11Preill <br />I' I <br />1 <br />EXAMPLE: DWQ = 4.5 ft <br />WOCV = 2.1 acre -feet <br />SOLUTION: Required Area per <br />Row = 1.75 in <br />6.0 <br />40 <br />2.0 <br />1.0 <br />4 1 0.60 <br />0.40 <br />x 0.20 <br />U <br />0 <br />0.10 <br />0.06 <br />0.04 <br />0.02 <br />0.01 <br />0 02 <br />kit e ledl - 862805 <br />Y4 out= $ (.g6.3o <br />WO bep*.,: I .�5' <br />Waco: 0 051 <br />Ac-VT <br />0.04 0.06 <br />0.10 0.20 0.40 0.60 1.0 2 0 <br />Required Area per Row,a (in. ) <br />Figure EDB -3 —Water Quality Outlet Sizing: Extended Detention Basin (Dry) <br />With 40 -hour Drain Time for Capture Volume <br />1, = o 0,3 (1 . , - 0 2z( 35) - 0 10 = 0.32 <br />,, 051 _ 0.159 ' ir, z <br />a - ,2 4? <br />10 -2005 <br />Urban Drainage and Flood Control District <br />4c- <br />STRUCTURAL BEST MANAGEMENT PRACTICES <br />r• <br />= 0441w _ /: <br />4.0 6 0 <br />S -73 <br />