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2. Equalization tank volume °è»ê
Time of Day
Flow Rate
(m3/hr) Q
(hr) ¥Ät
hr
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¥ÒQi¥Ät
(m3)
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(m3)
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1000
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Unit Operations and Processes in Environmental Engineering , Tom D.Reynolds ,Brooks/Cole Engineering Division , 1982 , pp507-511
Introduction to environmental engineering (Second Edition) , Mackenzie L. Davis , David A. Cornwell , McGraw-Hill,Inc , 1991 , pp338-340
Wastewater Engineering , Metcalf & Eddy , McGraw-Hill ,1991 , pp204-212 , pp226-227