Research Article
Apr 1976
Optimizing Flocculator Power Input
Publication: Journal of the Environmental Engineering Division
Volume 102, Issue 2
Abstract
The effect of the intensity and duration of the mixing used during and immediately following coagulant addition (initial mixing), the mixing intensity used for flocculation, the alum coagulant dose, and the length of the flocculation period on residual turbidity after sedimentation were studied using a laboratory jar test-type procedure. For a given flocculation period, T, there is an optimum G value, G*, corresponding to a minimum residual turbidity. The use of G* optimizes the power input to the flocculation basin. The product (G*)².8T, in which G is in sec-¹ and T is in minutes is equal to 4.9 × 105, 1.9 × 105 and 0.7 × 105 for alum doses of 10, 25, and 50 mg/l respectively. The product (G*)².8T is not a function of the initial mix conditions. The minimum residual turbidity decreases as the flocculation period, T, increases; however, the rate of decrease diminishes after a flocculation period of approx. 20 min.
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Information
Published In
Journal of the Environmental Engineering Division
Volume 102 • Issue 2 • April 1976
Pages: 251 - 263
Copyright
© 1976 American Society of Civil Engineers.
History
Published in print: Apr 1976
Published online: Feb 11, 2021
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Rafael Andreu-Villegas
Sanit. Engr., U.S. Environmental Protection Agency, San Juan, Puerto Rico
Raymond D. Letterman, AM.ASCE
Asst. Prof., Dept. of Environmental Engrg., Illinois Inst. of Tech., Chicago, Ill.
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