5. A radial flow circular sedimentation tank 22 m diameter treating 10,000 m3/d of water has an effluent weir at its cir

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5. A radial flow circular sedimentation tank 22 m diameter treating 10,000 m3/d of water has an effluent weir at its cir

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5 A Radial Flow Circular Sedimentation Tank 22 M Diameter Treating 10 000 M3 D Of Water Has An Effluent Weir At Its Cir 1
5 A Radial Flow Circular Sedimentation Tank 22 M Diameter Treating 10 000 M3 D Of Water Has An Effluent Weir At Its Cir 1 (38.15 KiB) Viewed 26 times
5. A radial flow circular sedimentation tank 22 m diameter treating 10,000 m3/d of water has an effluent weir at its circumference. If it is required to have a weir loading rate of 100-200 m3/m/d; i. ii. Establish the adequacy of the weir. If the V-notches are spaced at 200 mm, determine the number of notches and depth H of flow for a 0= 45° notch given: cd Q = 2 x 8 x (29)1/2 x tano x H5/2 where Cd = 0.6 15
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