please usea=7 , b=2 The flow is opened to the atmosphere at point D which is fed by a very wide reservoir that hasawater surface elevation of (7+)meters as shown in the tigure given below. Elevation of the10horizontal axis BC is 1 meter. At sections AB the diameter of the pipe is (0.4+) meters and CD100the diameter of the pipe is (0.5+ ) meters. The flow is ideal (inviscid) and absolute100atmosphere pressure is 9.81 N/cm?.Considering the pipe's diameter is (0.20+ ab) m at section BC, find the discharges and the100a.velocities of the flow at other sections (AE, EB, BC, CF, FD). Draw the energy and hydraulicgrade lines of the system.b.Assuming the system discharge is constant and has the value you have found in (a), calculatethe minimum pipe diameter that the section BC can take and draw the energy and hydraulicgrade lines of this situation. Note: Absolute vapor pressure of water is 2.26 kN/m.ab(7+m10EF.m

Solution: considering the diagram a=7 b=2 a. Considering the Bernoulli equation between 1 and D…

The flow is opened to the atmosphere at point D which is fed by a very wide reservoir that hasa water surface elevation of (7+.) meters as shown in the figure given below. Elevation of the 10 horizontal axis BC is 1 meter. At sections AB the diameter of the pipe is (0.4+) meters and CD 100 ab the diameter of the pipe is (0.5+ ) meters. The flow is ideal (inviscid) and absolute 100 atmosphere pressure is 9.81 N/cm2.

The flow is opened to the atmosphere at point D which is fed by a very wide reservoir that hasa water surface elevation of (7+.) meters as shown in the figure given below. Elevation of the 10 horizontal axis BC is 1 meter. At sections AB the diameter of the pipe is (0.4+) meters and CD 100 ab the diameter of the pipe is (0.5+ ) meters. The flow is ideal (inviscid) and absolute 100 atmosphere pressure is 9.81 N/cm2.

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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