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- Plz, solve the parts of this question. Hydraulics. My Reg.No: 5395 Question # 02:a). The flow rate in a long rectangular channel (n = 0.014) is equal to the last three digits of your registration number in cubic feet per second. The channel is 12ft wide and there is an abrupt change in slope from 0.0019 to 0.018. PLOT a figure showing normal depths, critical depths and water surface profiles? b).Using Rayleigh’s procedure, PRODUCE an expression for the discharge over a spillway (Q) which is a function of head above spillway (H), height of spillway (h), velocity of flow (V) and acceleration due to gravity (g)?Two water pumps are arranged in series. The performance data for both pumps follow the parabolic curve fit Havailable = H0 − aV.2 . For pump 1, H0 = 6.33 m and coefficient a = 0.0633 m/(Lpm)2 ; for pump 2, H0 = 9.25 m and coefficient a = 0.0472 m/(Lpm)2 . In either case, the units of net pump head H are m, and the units of capacity V. are Lpm. Calculate the combined shutoff head and free delivery of the two pumps working together in series. At what volume flow rate should pump 1 be shut off and bypassed? Explain.Two reservoirs are connected by a pipeline consisting of pipe 1, pipe 2, pipe 3connected in series with length of 170 m, 300 m, 210 m respectively. Thedifferent in water surface levels in two reservoirs is 12 m. The friction coefficientfor pipe 1, pipe 2 and pipe 3 are 0.0052, 0.005 and 0.0048 respectively. Based onTable 2 and the setting given, determine the flowrate of the flow if the entranceloss coefficient is 0.25 considering :(i) minor losses; and(ii) neglecting minor losses pipe 1 =230(mm) Pipe 2 =330(mm) Pipe 3 = 430(mm)
- A pump draws water (SG=0.998) from reservoir A and transport it to reservoir B, with the static Suctionhead 8m and static discharge head of 28 m. The diameter of the suction pipe is 15.24 cm, and the diameter of the discharge pipe is 4 in. The total head loss from A to B is 25% of TDH, and the head loss at the discharge line is 90% of the total headloss. If the pump capacity is 60 Ips, determine the following:a. Pump Break power if the efficiency is 82% b. Reading of the pressure gauge installed at the suction flange of the pump C. Reading of the pressure gauge installed at the discharge flange of the pumpTwo reservoirs are connected as shown in the figure. The difference in Elevation of the two reservoirs is 6.88m. Darcy-Weisbach friction factor for all pipes, f=0.0238. Pipe 1: Length=3500m Diameter=70cm Pipe 2 and 3: Length=1750m Diameter=35cm Compute the discharge in the pipe one in L/s. Compute the discharge in the pipe three in L/s.1. Compute the head loss in a pipe with diameter 300 mm for a length of 15,000 meters and carrying a flow of 0.097, if f=0.02. (Hint: Use h=(0.0826fL(Q^2))/(D^5)
- If the total flow of 4.0m3/? takes place in the three pipes. Determine the distribution offlow. The pipe lengths, diameters and frictions factors are shown below.Operating conditionsDetermine the operating conditions (HP, Q, ep, and Pi) of a pump capable of moving water (68°F) from reservoir A (water surface elevation = 102 ft) to reservoir B (water surface elevation = 180 ft). The 12” diameter pipe connecting the two reservoirs has a length of 8700 ft. The pump characteristics are given in the graph; plot the system curve on this graph and include with your solution. To calculate friction loss, assume fully turbulent conditions with e = 0.006 ft, and include minor losses for a square-edged entrance and submerged exit. Also verify that the pump efficiency obtained from the pump characteristic curves corresponds with the pump efficiency obtained from the power equation (? =????; note that 1 HP = 550 ft-lb/s). Then repeat the calculations for 50 years from now when e has increased to 0.04 ft. Plot the new system curve on the graph and verify the new efficiency.In the pipeline shown in the figure, the diameter of all pipes (D) is 200 mm and their friction coefficient (f) is 0.02. Thisfor pipeline a) Calculate the maximum flow and draw the hydraulic slope plot. b) Flow rate Q=0.05 m3 To reduce to /s, calculate the required head loss on the valve and calculate the hydraulic slope line.draw. c) HP = 15 – 2000Q2 (Q:m3 /s, Hp: m) placement of a pump with characteristic equation at point BCalculate the flow rate and draw the hydraulic gradient line. Note: The criteria for 3 m < P/γ < 80 m and 0.5 m/s < V < 2 m/s along the pipeline must be met for all cases.
- Determine the flow in L/s into or out of each reservoir in the pipe system shown; use n=0.011 for all pipesWater is siphoned from the tank as shown in the figure below. the length of the pipe is 12 m and has roughness ratio (E/D=0.001) a) determine the flow rate and the pressure at point A, stagnation point, neglecting all loses. b) determine the flow rate and pressure at point A, stagnation point, assuming only the major loses are important c) determine the flow rate and pressure at point A, stagnation point, assuming all loses (minor and major) are important.*hydraulics *use handwritten A trapezoidal flume of most efficient proportion has a base of 1.5 m. Its full discharge is 3 m^3/s, If the same material is used for a most efficient rectangular section, Compute the decrease in the discharge. Choices: A. 0.44 m3/s B. 0:54 m3/s C. 0.64 m3/s D. 0.74 m3/s