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QUESTION 3 Figure below indicated that a plug with cone shape used to plugged a hole...
QUESTION 17 The figure below shows a tank of water on the right, restrained by a...
QUESTION 17 The figure below shows a tank of water on the right, restrained by a gate which is hinged at the bottom. There is a terrible risk that the gate will rotate open counter-clockwise and let all the water out to flood the village. Our hero keeps the gate upright by directing a mighty stream of water (a jet of circular cross-section and area, Aj) which impinges on the left side of the gate just at the level of...
elcise .1S.3 pp69i-698. Figure 8.85 shows an old cylindrical bore- hole that has been filled in...
elcise .1S.3 pp69i-698. Figure 8.85 shows an old cylindrical bore- hole that has been filled in part with silt and in part with water. Before the hole can be redrilled the water has to be pumped to the surface. We wish to estimate the work (en- ergy) required for this purpose water? Ground level 50 mAy Silt Figure 8.83 (a) As a first approximation, assume that the silting has been uniform - as indicated in Figure 8.85 and that the...
Problem #5 The figure below shows a submersible pump being used to circulate 60L/min of water...
Problem #5 The figure below shows a submersible pump being used to circulate 60L/min of water based coolant (sg=0.95) to the cutter of a milling machine. The outlet is through a 3/4" Sch 40 steel pipe. Assuming a total energy loss due to the piping is 3.0 N.m/N, calculate the total head developed by the pump and the power delivered to the coolant. Milling machine Flow . C Problem 14 The pipeling shown takes water from a reservoir and terminates...
Can anyone solve this Geotechnical Engineering question.... I will leave good remarks ?? QUESTION 3 (20...
Can anyone solve this Geotechnical Engineering
question.... I will leave good remarks ??
QUESTION 3 (20 marks) A. Following are the results of a standard penetration test in sand. Determine the corrected standard penetration numbers, (N1), at various depths. Note that the water table was not observed within a depth of 35ft below the ground surface. Assume that the average unit weight of sand is 110 lb/ft! (5 marks) 5 Depth, Z NA 8 10 7 15 13 20 15...
Question I.5 Figure 1.5 shows a frame with loads at A and D. Select the closest...
Question I.5 Figure 1.5 shows a frame with loads at A and D. Select the closest value for the magnitude of the total reaction at B. Assume the weight of the frame is zero. 40 kN VE 96.2 kN (a) (Ь -40 kN 5 m (c) -87.5 kN 30 kN (d) 57 kN 4m ao 1 m (e) 50 kN Figure L.5 Low mass frame Question I.6 In the shear and bending moment equations for beams, which of the following...
Question 6 It is required to construct a 4 m deep underground carpark in the heart...
Question 6 It is required to construct a 4 m deep underground carpark in the heart of the city of Melbourne without disturbing the surrounding area. The required excavation for the proposed carpark and also the adjacent ground condition are shown in Figure 6.1. As can be seen from the figure, the adjacent ground consists of a 2 m deep clay deposit, resting on a 2 m thick sand deposit, where stable soil could be found below the sand deposit...
QUESTION 17 The figure below shows a tank of water on the right, restrained by a gate which is hinged at the bottom. There is a terrible risk that the gate will rotate open counter-clockwise and let all the water out to flood the village. Our hero keeps the gate upright by directing a mighty stream of water (a jet of circular cross-section and area, Aj) which impinges on the left side of the gate just at the level of...
elcise .1S.3 pp69i-698. Figure 8.85 shows an old cylindrical bore- hole that has been filled in part with silt and in part with water. Before the hole can be redrilled the water has to be pumped to the surface. We wish to estimate the work (en- ergy) required for this purpose water? Ground level 50 mAy Silt Figure 8.83 (a) As a first approximation, assume that the silting has been uniform - as indicated in Figure 8.85 and that the...
Problem #5 The figure below shows a submersible pump being used to circulate 60L/min of water based coolant (sg=0.95) to the cutter of a milling machine. The outlet is through a 3/4" Sch 40 steel pipe. Assuming a total energy loss due to the piping is 3.0 N.m/N, calculate the total head developed by the pump and the power delivered to the coolant. Milling machine Flow . C Problem 14 The pipeling shown takes water from a reservoir and terminates...
Can anyone solve this Geotechnical Engineering
question.... I will leave good remarks ??
QUESTION 3 (20 marks) A. Following are the results of a standard penetration test in sand. Determine the corrected standard penetration numbers, (N1), at various depths. Note that the water table was not observed within a depth of 35ft below the ground surface. Assume that the average unit weight of sand is 110 lb/ft! (5 marks) 5 Depth, Z NA 8 10 7 15 13 20 15...
Question I.5 Figure 1.5 shows a frame with loads at A and D. Select the closest value for the magnitude of the total reaction at B. Assume the weight of the frame is zero. 40 kN VE 96.2 kN (a) (Ь -40 kN 5 m (c) -87.5 kN 30 kN (d) 57 kN 4m ao 1 m (e) 50 kN Figure L.5 Low mass frame Question I.6 In the shear and bending moment equations for beams, which of the following...
Question 6 It is required to construct a 4 m deep underground carpark in the heart of the city of Melbourne without disturbing the surrounding area. The required excavation for the proposed carpark and also the adjacent ground condition are shown in Figure 6.1. As can be seen from the figure, the adjacent ground consists of a 2 m deep clay deposit, resting on a 2 m thick sand deposit, where stable soil could be found below the sand deposit...
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