A double acting reciprocating pump having piston area 0.1m² has a stroke length 3 0.30m. The pump is discharging 2.4m of water per minute at 45 r.p.m. through a height of 10m. What is the slip of the pump?
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- A wooden flume (n=0.012) of rectangular cross section is 2 ft wide. The flume carries 3 ft3/sec of water on a 1% slope. A) What is the depth?B) What is the critical DepthC) What is the EminD) What is the Froud (Fr) Number ot the flow.If the water surface elevation in reservoir B is 110m, whatmust be the water surface elevation in reservoir A if a flow of 0.03m^3/s is tooccur in the cast iron pipe? Use Hazen Williams's C=100 for all pipes.aa 552-mm diameter pipeline, 68 m. long carries 768 L/s of water. compute the head loss (in meters) using Darcy Weishback with f = 0.0165.
- A water tank is 30 ft in diameter and the normal depth is 25 t. The outlet is a 3-in horizontal pipe at the bottom a if this pipe is sheared off close to the tank, what is the initial flow rate of water from the tank? (Neglect hiction less stub of pipe) How long will it take for the tank to be empty?Water flows freely from the reservoir shown through a 50-mm diameter pipe at the rate of 6.66 lit/sec. If the head lost in the system is 10.47 Joule/N, determine the elevation in meter of the water surface in the reservoir if the discharge end is at elevation 4 m.Waters enter a pump through a 25 cm. dia. Pipe at 35Kpa. It leaves the pump at 140 kPa through a 15 cm. dia. pipe. If the flow rate is 150 li/sec., find the horsepower delivered to the water by the pump. Assume suction & discharge sides of pump are the same elevation.
- Consider inviscid stagnation flow, ψ =Kxy (see Fig. 8.19b),superimposed with a source at the origin of strength m. Plotthe resulting streamlines in the upper half-plane, using thelength scale a =(m/K)1/2. Give a physical interpretation ofthe flow pattern.Consider the flow under the sluice gate of Fig. . Ify1=10 ft and all losses are neglected except the dissipationin the jump, calculate y2 and y3 and the percentage ofdissipation, and sketch the flow to scale with the EGLincluded. The channel is horizontal and wide.A rectangular channel 4m wide has a modular venturiflume of throat width 1.8m.Find the discharge through the venturiflume,when the depth of water in the channel is 1.25m.Take C=0.9
- Water is flowing through a rectangular tube of width 550 mm and having adjustable bottom slope with C = 55 @ of 0.1 m3/s. Calculate the bottom slope required for uniform flow of depth 250 mm and the convenience of fume.An orifice at the bottom of a rectangular tank has a cross-sectional area of 0.004m². The tank has a cross-section of 3m x 2m. a. If it takes 2078 sec. to empty the tank if it contains water at a depth of 5.6m, find the coefficient of discharge. b. Compute the time to lower the water surface from 5.6m to 3m using C = 0.62.A single-acting reciprocating pump, running at 50 r.p.m. has a flow rate of 0.01 m3/s of water. The diameter of the piston is 200 mm and stroke length 400 mm. Calculate: i) The theoretical discharge of the pump, ii) Co-efficient of discharge, and iii) Slip and the percentage slip