Discuss the factors influencing the optimal pipe diameter selection in pressurized flow design?
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Discuss the factors influencing the optimal pipe diameter selection in pressurized flow design?
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- Subject: Hydraulics A circular concrete sewer 5 ft. in diameter and flowing half full has a slope of 4 ft per mile. Determine the discharge.Q1: (a) Define and explain uniform flow. How is open channel flow different from pipe flow? (b) Under what conditions the bed slope, water surface slope and the energy line slope are equal?At a wastewaterdischarge point, 2500 L/s of effluent must be conveyedin a straight rectangularchannel at a depth not exceeding 0.55 m. The smooth concrete channelbase is 1.8 m wide. Thechannelsides are constructed of rough-formed concrete. (a) Compute the flow area, wetted perimeter, and hydraulic radius at a section. (b) Compute the suitably-weighted roughness factor for this flow condition and Using Manning’s method, compute the section factor and conveyanceat this section. (c) What channel slope is required to convey the specified discharge? What are the average and maximum shear stresses exerted against the channel?
- Here, the 20 degree celcius water is siphoned from a reservoir. How would I establish the minimum flow rate that can be achieved without cavitation occuring in the pipe system at points 2 and 3? What is the maximum elevation of the highest point of the piping system to avoid cavitation?Given the following parameters, give the required diameter of reinforced concrete pipe needed for the project. Q discharge = 0.85 cu.m/sec Total Length = 200 meters Invert Elevation (Lowest Point) = 0.1m Invert Elevation (Highest Point) = 0.3m Velocity = 0.2m/sec Assume Concrete Pipe is FULLDesign a wastewater treatment primary clarifier for an average flow rate of 1.10 MGD,and a peak hourly flow rate that is 3.1 times the average flow rate. Pertinent parametervalues selected for design include a peak hourly overflow rate of 1800 gpd/ft2, maximumhourly weir loading rate of 30,000 gpd/ft, minimum tank depth of 7.0 ft. Determine;a. Minimum clarifier diameter (ft).b. Clarifier diameter (ft) if collector mechanisms are available only in 5.0 ftincrements of diameter.c. An appropriate side water depth (ft), i.e., the tank depth excluding the coneshaped bottom.d. If the peak hourly weir loading rate is acceptable when using a peripheral weir.
- At a wastewaterdischarge point, 2500 L/s of effluent must be conveyedin a straight rectangularchannel at a depth not exceeding 0.55 m. The smooth concrete channelbase is 1.8 m wide. Thechannelsides are constructed of rough-formed concrete.(a) Compute the flow area, wetted perimeter, and hydraulic radius at a section.(b) Compute the suitably-weighted roughnessfactorfor this flow condition.(c) Using Manning’s method, compute the section factor and conveyanceat this section.(d) What channelslope is required to convey the specified discharge?(e) What are the average and maximum shear stresses exerted against the channel?(f) Considering the calculated shear stresses, what is your assessment of the potential channelstability?Discuss the factors influencing the economic feasibility of pressurized flow projects?Give me right solution You have designed a 16-in diameter stormwater pipe to flow at a velocity of 5 ft/s when full. The Manning’s roughness coefficient is 0.011. What material is most likely the pipe made of and what is the slope of the energy grade line?