Philadelphia University Faculty of Engineering Department of Civil Engineering First Semester, 2013/2014. Question. Lecture 7:.
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The town of San Joes has an existing horizantal flow sedimentation tank with an overflow rate of 17m3/d.m2 and wishes to remove particles that have settling velocity of 0.1mm/s, 0.2 mm/s and 1 mm/s. What is the percentage removal should be expected for each particle in an ideal sedimentation tanks.
P = 100 (Vs/Vo)
Determine the surface area of a setting tank for the flow rate of 0.5m3/s with a typical overflow rate of 40.3 m3/d.m