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A 1 <br />40 <br />35 <br />30 <br />0 25 <br />1-1 <br />X 20 <br />N <br />E 15 <br />v <br />Q 10 <br />Cn <br />U <br />5 <br />5 <br />10 <br />25 <br />50 <br />9 10 <br />Q (m 3 /s x 10 2 ) <br />FIGURE 8. Hypothetical curves of discharge (Q, m3/s? through <br />Davis Dam vs cross-sectional area (CSA, m ) of <br />Lake Mohave required to produce current velocities <br />of 0.25 to 50 cm/s. <br />0.25 0.5 1.0 2.5 <br />1 2 3 4 5 6 7 8