Situation 8 - A water tank has a sloping inclined at 60° with the horizontal. The total depth of water in the tank is 8.70 m. A water jet issues from an orifice located on the inclined side of the tank under a hydrostatic head of 4.70 m or that orifice is located 4.0 m vertically above the bottom of the tank. Coefficient of velocity is 0.98. Neglecting air resistance on the jet. 30. Compute the maximum height to which the jet rises. A. 1.00 m C. 1.175 m B 1.13 m D. 0.750 m 31. Compute the point it strikes a horizontal plane 3.2 m below the bottom of the tank. A. 14.9 m B. 11.6 m C. 13.8 m D.) 14.5 m 32. Compute its theoretical velocity as it strikes the plane. A. 0 m/s C. 13.2 m/s B. 15.2 m/s D. 12.3 m/s

Situation 8 - A water tank has a sloping inclined at 60° with the horizontal. The total depth of water in the tank is 8.70 m. A water jet issues from an orifice located on the inclined side of the tank under a hydrostatic head of 4.70 m or that orifice is located 4.0 m vertically above the bottom of the tank. Coefficient of velocity is 0.98. Neglecting air resistance on the jet. 30. Compute the maximum height to which the jet rises. A. 1.00 m C. 1.175 m B 1.13 m D. 0.750 m 31. Compute the point it strikes a horizontal plane 3.2 m below the bottom of the tank. A. 14.9 m B. 11.6 m C. 13.8 m D.) 14.5 m 32. Compute its theoretical velocity as it strikes the plane. A. 0 m/s C. 13.2 m/s B. 15.2 m/s D. 12.3 m/s

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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