Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- With the help of a neat diagram, explain the working principal and operation of a rapid sand filter, with special reference to "Shmutzdecke", filter backwash and air scouringarrow_forward3.3 Three grit chambers are currently used to treat grits in a WWTP. Each channel is 2.5 ft wide and has a water depth of 2 ft. What is the velocity when the influent flow rate is 12 ft³/sec? a) 1.75 ft/sec b) 0.74 ft/sec c) 1.05 ft/sec d) 0.80 ft/sec 3.4 You performed settling test and found 600 mL settled after 30 min. If the MLSS in the aeration basin was 3000 mg/L, do you have problem? a) yes b) no c) no enough info. d) need to redo testarrow_forwardWhat is the required surface area of a sedimentation tank (in ft2, no decimal point) for water with a flow rate of 7.6 MGD, a solid concentration of 10 mg/L, and the required overflow rate is 800 gpd/ft2?arrow_forward
- 3. A 2" nominal diameter pipe has 1,000 BOPD of oil flowing through it. The pipe ID is 1.988 inches and the oil has a specific gravity of 0.85 and contains 3% CO2. a.) What is the erosional velocity in this pipe? b.) What is the actual velocity of the oil in the pipe? c.) Can this pipe be effectively treated for CO2 and why or why not.arrow_forwardtrapezoidal section constant velocity horizontal flow grit channel is discharging unacceptable amounts of grit into the primary facultative pond of a stabilization pond. In addition the channel overtops regularly with peak wet weather flow during normal rain storms. An initial investigation confirmed levels of grit present in the particular wastewater to be within normal loading levels. Furthermore, the provision for grit storage capacity in the channel is adequate for the operational cleaning-out cycle employed.According to the authorities, the likely cause of the grit discharge problem is that the channel length is inadequate for settling out the nominal particle size required.Assume 1. Average dry weather flow (ADWF) = 5000m3/day 2. Peak dry weather flow (PDWF) =13000 m3 /day 3. Peak wet weather flow (PWWF) = 15600 m3 /day 4. For settling out particles ≥ 0.20mm with a constant horizontal flow velocity of 0.3 m/s, the required channel length (L) is given by L=15d 5. The existing grit…arrow_forwardsolve very fast in 15 min and I need a clear answer | dybalaarrow_forward
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