The U-tube manometer in Figure 1 is open to the atmosphere. It is connected to a tank. There are 4 fluids inside the tank and manometer. Derive a formula to get the gage pressure in A. Draw your diagram with labels. Assume different specific gravities for the fluids and different heights of the fluid column. All interfaces are not of the same height or level. FLUID 2 FLUID 2 FLUID 4 (A) FLUID 3 FLUID 1 Figure 1 Set A. Illustration for Problem 3. All fluids are of different specific gravities.

The U-tube manometer in Figure 1 is open to the atmosphere. It is connected to a tank. There are 4 fluids inside the tank and manometer. Derive a formula to get the gage pressure in A. Draw your diagram with labels. Assume different specific gravities for the fluids and different heights of the fluid column. All interfaces are not of the same height or level. FLUID 2 FLUID 2 FLUID 4 (A) FLUID 3 FLUID 1 Figure 1 Set A. Illustration for Problem 3. All fluids are of different specific gravities.

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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Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?

Question

The U-tube manometer in Figure 1 is open to the atmosphere. It is connected to a tank. There are 4
fluids inside the tank and manometer. Derive a formula to get the gage pressure in A. Draw your
diagram with labels. Assume different specific gravities for the fluids and different heights of the
fluid column. All interfaces are not of the same height or level.
FLUID 2
FLUID 2
FLUID 4
A)
FLUID 3
FLUID 1
Figure 1 Set A. Illustration for Problem 3. All fluids are of different specific gravities.

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