Environmental Engineering Reference
In-Depth Information
Withdrawal results
250
200
150
100
50
0
0
5
10
15
20
25
30
35
Do (mg L -1 )
TEMP (C)
Normalized withdrawal
FIGURE 13.16 A representative withdrawal pattern for a point source (port) withdrawal from a stratiied
reservoir; Case B with the withdrawal from a port at an elevation of 15 ft. and at 10 times the low rate of
Case A.
REFERENCES
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391-427.
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