thank you and please do
rate.
ine the surface area of a settling tank for the city of White Rock's 0.5 m...
A water treatment plant is processing water at a flow rate of 1.5 m/s using three parallel treatment trains. The detention times for the rapid mix tank, flocculation basin, and rectangular sedimentation basin are 10 sec, 30 min and 60 min, respectively. The velocity gradients for the rapid mix and flocculation tanks are 900 s and 60:40:20 s1, respectively. The viscosity of water is 0.001 Pa-s. (a) Determine the size and power requirements for rapid mix tanks. (b) Determine the...
Please answer question 7.11 that is modified from the
book, thank you!
uent welr IS located on Lle periphery of each tank. Calculate the surface overflow rate, etention time, and weir loading rates. If one tank is taken out of detention time? Is the design adequate for the average flow with the three tanks in service? m3/d. The engineer wishes to use rectangular clarifiers for primary 18 Fundamentals of wastewater treatment and engineering treatment. Design the rectangular tanks for a...
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...
Using the values provided in Table 21-1, minimum
sewage elevation in interceptor of 112.60 m, maximum sewage
elevation in interceptor of 112.80 m, discharge elevation to
stilling well of 116.40 m, an average design flow of 8,600
m3/d, peaking factor for peak hour of 2.8 and minimum
factor of 0.49.
A. Determine the most efficient screw pump diameter
(in m)
B. How many flights are recommended
C. How many pumps are recommended in the final design?
Typical/comment TABLE 21-1 Typical...