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<br />60
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<br />OUTFLOWS
<br />8"REG
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<br />ADS PIPE
<br />PI-PE
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<br />HEAD (INCHES)
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<br />FACTORS FOR:OUTn.ow. CALCllLATtONS
<br />AD~ 8- llEG PIPE
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<br />Q '" AO + .(Al..H) + (A2.-H2)
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<br />OPEN AREA
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<br />--------~----------------------------------------------------
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<br />1.57 0.063;30 1.06120 0.09383'
<br />1.57 0.06330 1.06120 2 0.0.9383 4 2.56
<br />1.57 0.06330 1.0'6120 4 .0.093.83 16 5.8i
<br />1.57 0.06330 1.Q6i20 6 0.09383 36 9.81
<br />1.57 0.06330 1.06120 a 0.093.133' 64 14.56
<br />1.57 0.06330 1. 06120 10 0.09383 100 20.06
<br />1-57 0.06330 1. 06120 12 0.09383 144 26.31
<br />1.57 0.06330 1.06120 14 0.09'383 196 33.31
<br />1.57 0..06330 1.06120 16 0..09383 ZS6 41.06
<br />1.57 0.06330 1. 06120 18 0.09383 324 49.57
<br />1.57 0.06330 1.06120 20 0.09383 400 58.82
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