Clean Filter Head-Loss Using the Rose equation 11-6, determine the head loss across a clean filter given the following information: (Ans. 4.77 ft) Filter media Sieve Analysis: Sieve No. 14 16 18 20 25 30 35 40 45 50 Assume: Filter media depth...... Kinematic viscosity. Porosity Shape factor Sieve Size (ft) 0.004626 0.003904 0.003281 0.002759 0.002329 0.001952 0.001640 0.001378 0.001148 0.000974 % Retained 10.2% 38.2% 29.0% 12.0% 6.0% 2.0% 1.0% 0.8% 0.8% .6.0 ft 1.21 x 10-5 ft²/sec 0.40 0.80
Clean Filter Head-Loss Using the Rose equation 11-6, determine the head loss across a clean filter given the following information: (Ans. 4.77 ft) Filter media Sieve Analysis: Sieve No. 14 16 18 20 25 30 35 40 45 50 Assume: Filter media depth...... Kinematic viscosity. Porosity Shape factor Sieve Size (ft) 0.004626 0.003904 0.003281 0.002759 0.002329 0.001952 0.001640 0.001378 0.001148 0.000974 % Retained 10.2% 38.2% 29.0% 12.0% 6.0% 2.0% 1.0% 0.8% 0.8% .6.0 ft 1.21 x 10-5 ft²/sec 0.40 0.80
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Design a rapid mono-media sand filter for a plant that has a design flow rate of 120 MGD
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