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Q3. Two horizontal-flow type of grit chambers are designed to get rid of the grit particles with a diameter of 0.15 mm (100 mesh)
Q3. Two horizontal-flow type of grit chambers are designed to get rid of the grit particles with a diameter of 0.15 mm (100 mesh) and specific gravity of 2.65. A flow-through velocity of 1.0 ft/s will be maintained by a proportioning weir. The average daily wastewater flow is 2.5 MGD. The peak hour flow(PHF):ADF ratio is 2.5:1.0. Determine the channel dimensions (in ft) for the peak hour flow. 04. Design aerated grit chamber for treatment of sewage with average flow of 60 MLD Consider the
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Manufacturing Processes for Engineering Materials
Authors: Serope Kalpakjian, Steven Schmid
5th edition
132272717, 978-0132272711
