High‐Rate Sedimentation in Water Treatment Works
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depth. If the basin were 2 in. deep, this particle would fall to the bottom in only 2 min. In 1904, Hazen 1 presented his argument that settling basin efficiency is dependent primarily upon basin depth and overflow rate, and is independent of detention time. He proposed basin depths of as little as 1 in. Over 20 years ago, Camp 2 proposed settling basin depths of 6 in. and total settling basin detention times of 10 min.
[1] C R COX,et al. OPERATION AND CONTROL OF WATER TREATMENT PROCESSES. , 1965, Monograph series. World Health Organization.
[2] Thomas R. Camp,et al. Sedimentation and the Design of Settling Tanks , 1946 .
[3] Sigurd P Hansen,et al. Applying Shallow Depth Sedimentation Theory , 1967 .