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Hydraulics - Practice Homework 7 with Solutions | CE 34000, Assignments of Civil Engineering

Material Type: Assignment; Class: Hydraulics; Subject: CE-Civil Engineering; University: Purdue University - Main Campus; Term: Unknown 2012;

Typology: Assignments

2011/2012

Uploaded on 04/27/2012

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CE340 Homework#7 Due Friday, March 9th
Review sections 6.1 – 6.4. Complete the following:
1. Water flows as two free jets from the tee attached to the pipe as shown in Fig. 7-1. The
exit speed is 15 m/s. Neglecting graving of water within the portion of the pipe,
determine the x and y components of the force that the pipe exerts on the tee at the
flange junction.
Ans: Fx = 72 kN, ; Fy = 67.4 kN, .
Fig. 7-1
2. A converging elbow (Fig. 7-2) turns water through an angle of 135° in a vertical plane.
The flow cross section diameter is 400 mm at the elbow inlet, section (1), and 200 mm
at the outlet, section (2). The elbow flow passage volume is 0.2 m3 between sections (1)
and (2). The water flow rate is 0.4 m3/s and the inlet and outlet pressures are,
respectively, 150 kPa and 90 kPa. The elbow mass is 12 kg. Calculate the horizontal (x-
direction) and vertical (z-direction) anchoring forces required to hold the elbow in place.
Ans: Fx = 25.7 kN, ; Fz = 89.2 kN, .
Fig. 7-2
1
pf3
pf4

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CE340 Homework#7 Due Friday, March 9th

Review sections 6.1 – 6.4. Complete the following:

  1. Water flows as two free jets from the tee attached to the pipe as shown in Fig. 7-1. The exit speed is 15 m/s. Neglecting graving of water within the portion of the pipe, determine the x and y components of the force that the pipe exerts on the tee at the flange junction. Ans : Fx = 72 kN, ←; Fy = 67.4 kN, ↑.

Fig. 7-

  1. A converging elbow (Fig. 7-2) turns water through an angle of 135° in a vertical plane. The flow cross section diameter is 400 mm at the elbow inlet, section (1), and 200 mm at the outlet, section (2). The elbow flow passage volume is 0.2 m3 between sections (1) and (2). The water flow rate is 0.4 m^3 /s and the inlet and outlet pressures are, respectively, 150 kPa and 90 kPa. The elbow mass is 12 kg. Calculate the horizontal ( x - direction) and vertical ( z -direction) anchoring forces required to hold the elbow in place. Ans : Fx = 25.7 kN, ←; Fz = 89.2 kN, ↓.

Fig. 7-

  1. The hydraulic dredge shown in Fig. 7-3 is used to dredge sand from a river bottom. Find the horizontal thrust needed from the propeller to hold the boat stationary. Assume that the specific gravity of the sand/water slurry is S slurry = 1.2. Ans : F = 6650 lbf, →.

Fig. 7-

  1. A vertical, circular cross-sectional jet of air strikes a conical deflector as shown in Fig. 7-4. A vertical anchoring force of 0.1 N is required to hold the deflector in place. Determine the mass of the deflector. The magnitude of velocity of the air remains constant. Ans : mcone = 0.11 kg.

Fig. 7-

  1. A 3-in diameter, horizontal water jet strikes a flat plate as shown in Fig. 7-7. Determine the jet velocity if a 10 lbf horizontal force is required to (a) hold the plate stationary, (b) allow the plate to move at a constant speed of 10 ft/s to the right.

Ans : (a) Vjet = 10.2 ft/s; (b) Vjet = 20.2 ft/s.

Fig. 7-

  1. Air discharges from a 2-in diameter nozzle and strikes a curved vane, which is in a vertical plane as shown in Fig. 7-8. A stagnation tube connected to a water U-tube manometer is located in the free air jet. Determine the horizontal component of the force that the jet exerts on the vane. Neglect the weight of air and all friction. Ans : R = 2.96 lbf, →.

Fig. 7-