DESIGN OF A CIRCULAR SETTLING TANK


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<emphasis role="italic"><emphasis role="bold">DESIGN OF A CIRCULAR SETTLING TANK</emphasis></emphasis>
<emphasis role="italic"><emphasis role="bold">DESIGN OF A CIRCULAR SETTLING TANK</emphasis></emphasis>Domestic wastewater with an average daily flow of 4.0 Mgd (15,140 m 3/d) exits the aeration tank of a standard activated sludge treatment process. Design a circular settling tank to separate the sludge from the effluent. The settling tank will work in conjunction with the aeration tank. Assume a peaking factor of 2.5.Calculation Procedure:1.
Citation
Tyler G. Hicks: Handbook of Civil Engineering Calculations, Second Edition. DESIGN OF A CIRCULAR SETTLING TANK, Chapter (McGraw-Hill Professional, 2007), AccessEngineering Export