Consider the following piping system of 1-nominal schedule 40 galvanized steel that conveys water with a volumetric flow rate of 15gpm. 1. basket strainer 2.1'-0" 3.0-9° 4.3-0 5.1'-1' 6.1'-6" 7.0-10° 8.1'-2" LR 9.3-1" 10.1'-5" 11.2-1" 12.45° ells 10 (12) 11 All fittings in the system are threaded. The loss coefficient for the basket strainer can be approximated with K-1.3. As the engineer on the job, you are tasked the conduct the following calculations and analyses: Determine the total pressure drop (in lbf/ft² and psi as well as in ft of head) in the piping system from beginning to end.

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A 400 gpm piping system is composed of the following pipes and fittings. Using the chart; Determine the Following: a. Equivalent length at suction in ft b. Equivalent length at discharge in ft c. Total friction loss in the installation, in ft. Suction side (4.5” Փ) Length of straight pipe 210 ft Long sweep elbow 5 pcs Standard Tee 2 pcs Globe valve 1 pc Checked valve 1 pc Gate valve (fully open) 1 pc Discharge side (4.0” Փ) Straight pipe 200 ft Standard elbow 4 pcs Standard Tee 3 pcs Gate valve (fully open) 1 pc

Name and briefly describe the six classes of leaks.

Water at 5°C is to be pumped from the river to the bottom of a water tower. The pump is 5 m above the river (dimension "a" on the diagram below) and is supplied by a 6.00 inch schedule 40 pipe. The tank is 19.5 m above the pump (dimension "b" on the diagram below) and is supplied by a 4 inch schedule 40 pipe. The water level in the tank is 4.3 m above the inlet (dimension "c" on the diagram below). The pump delivers 0.021 m/s. Losses are estimated to be 1.2 m between the river and the pump, and 4.2 m between the pump and the tank. Discharge line Suction line Pump River a) Calculate the losses in the suction line in kPa, based on the given head loss in m. kPa b) Calculate velocity in the suction line in m/s. m/s c) What is the pressure at the inlet to the pump in kPa? kPa

QUESTION 3 A submersible deep-well pump delivers 250L/min of water through a 1-in Schedule 40 pipe when operating in the system sketched in Fig. 3. An energy loss of 2.3 m occurs in the piping system. (a) Calculate the power delivered by the pump to the water. (b) If the pump draws 1 hp, calculate its efficiency. A 27 kba 12 m

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Problem Statement Water at 60°F and one atmosphere is being transferred from tank 1 to tank 2 with a 2-hp pump that is 75% efficient, as shown in Figure 8-7. All the piping is 4-inch schedule 40 steel pipe except for the last section, which is 2-inch schedule 40 steel pipe. All elbows are 4-inch diameter, and a reducer is used to connect to the 2-inch pipe. The change in elevation between points 1 and 2 is z2 - z1 = 60 ft. Tank 1 6 ft 4-inch 15 ft 4-inch 300 ft 4-inch 150 ft 4-inch Pump Tank 2 = 90° Elbow = Reducer All piping is schedule 40 steel with diameters given. Figure 8-7 Pipe and Pump Network Calculate the expected flowrate in gal/min when all frictional losses are cor Repeat part (a) but only consider the frictional losses in the straight pipe a. Calculate the expected flow rate in gal/min when all frictional losses are considered. b. Repeat part (a) but only consider the frictional losses in the straight pipes. c. What is the % error in flow rate for part (b) relative to part…

What is the pressure drop in psi of 60°F water flowing through 65 ft of horizontal 1-inch schedule 40 pipe at 20 gpm?A. 1.2B. 7.1C. 21.0D. 0.008