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Philadelphia University Faculty of Engineering Department of Civil Engineering First Semester, 2013/2014. Question. Lecture 7:.

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question

Philadelphia University

Faculty of Engineering

Department of Civil Engineering

First Semester, 2013/2014

Question

Lecture 7:

slide2

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)

slide3

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

  • Find the tank dimensions
  • Find the depth? For a detention time of 95 minutes