B. A water treatment plant is to process water to a population of 150000 The following data are f...
A model town with a population of 100000 people has a drinking water treatment plant. As an engineer, you are asked to design a sand filter system for the town. Determining: a) the total area of the filter, b) how many filter cells are needed if each filter cell has an area of 30 m2, c) depth of the sand, d) filtration rate, e) backwash rate if a rotary-jet-type surface wash is used, and f) the quantity of treated water...
Water and Wastewater Treatment SP-WATER TREATMENT PLANT SEDIMENTATION BASIN Design a rectangular, horizontal flow sedimentation process for a water treatment plant for turbidity removal Design Maximum Day Flow-20,000 m2ld Two parallel sedimentation tank, each designed for half of the total flow Depth 4.5 m, Width 6 m, Surface Overflow Rate 50 m/day Chain and flight sludge collector will be used, hence the limiting width of 6 m. Minimum Hydraulic Retention Time (detention time) 2 hrs Maximum weir rate 250 m/day/m...
1.A rectangular settling basin with a length to widith rato of 3:1 receives a flow of 850000 l/d the basin depth is 4 m and the detention time of water in the tank is 144minutes (I)what are the surface overflow rate and horizontal velocity if the is distributed uniformly across the cross sectional area of the tank (II) Calculate the weir loading rate if the leght is 2 times the basin widith 2.Design a set of three rapid sand filters...
primary clarifier is to be designed for a municipal wastewater treatment plant with a flow of 4160 m/d and peak flow during the day of 3.10 times the average hourly flow. Pertinent data are: peak overflow rate 73.3 m/d.-m2, maximum peak weir loading 373 m3/d-m, and minimum tank depth 2.13 m. Determine: A. The clarifier diameter B. The side water deptlh C. The peak weir loading. Is it acceptable? D. The percent suspended solids removal on the basis of the...