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A D0 = 8-m-diameter tank is initially filled with water 2

Fluid Mechanics | 2nd Edition | ISBN: 9780071284219 | Authors: Yunus A. Cengel, John M. Cimbala ISBN: 9780071284219 39

Solution for problem 96P Chapter 5

Fluid Mechanics | 2nd Edition

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Fluid Mechanics | 2nd Edition | ISBN: 9780071284219 | Authors: Yunus A. Cengel, John M. Cimbala

Fluid Mechanics | 2nd Edition

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Problem 96P

A D0 = 8-m-diameter tank is initially filled with water 2 m above the center of aD = 10-cm-diameter valve near the bottom. The tank surface is open to the atmosphere, and the tank drains through aL = 80-m-long pipe connected to the valve. The friction factor of the pipe is given to be f= 0.015, and the discharge velocity is expressed as

 where z is the water height above the center

of the valve. Determine (a) the initial discharge velocity from the tank and (b) the time required to empty the tank. The tank can be considered to be empty when the water level drops to the center of the valve.

Step-by-Step Solution:

Part (a)

Step 1 of 9:

        To determine the initial discharge velocity from the tank which is at atmospheric pressure.

        The diameter of the tank D0 = 8.00 m

        Height of the water in tank z = 2.00 m

        Diameter of the valve/pipe D = 10.0 cm or 0.10 m

        The length of the pipe connected to the valve L = 80.0 m

Frictional factor of the pipe f = 0.015

Acceleration due to gravity g = 9.81 m/s2

Step 2 of 9:

        The discharge velocity is expressed as

         = ------(1)

Inserting the known numerical values

 =

 =  m/s

 = 1.7049 m/s or 1.705 m/s

The initial discharge velocity from the tank is 1.705 m/s

Part (b)

Step 3 of 9:

        To determine the time required to empty the tank

        Now consider the height of the tank is z.

        The diameter of the tank D0 = 8.00 m

        Radius of the tank =

        Height of the water in tank z = 2.00 m

        Diameter of the valve/pipe D = 10.0 cm or 0.10 m

        Radius of the tank =

The length of the pipe connected to the valve L = 80.0 m

Frictional factor of the pipe f = 0.015

Acceleration due to gravity g = 9.81 m/s2

Step 4 of 9:

        The volumetric flow rate is expressed as

         = = ----(2)

        Where is change in volume of the tank ,is discharge velocity and is the area of cross section the pipe.

        Rearranging the equation (2)

         = ----(3)

Step 5 of 9:

        Change in volume is expressed as

=         

Where  is the area of the tank and the negative sign indicates that the volume of the tank is decreasing with respect to time. z reduces to 0 from z.

= ------(4)

Step 6 of 9

Chapter 5, Problem 96P is Solved
Step 7 of 9

Textbook: Fluid Mechanics
Edition: 2
Author: Yunus A. Cengel, John M. Cimbala
ISBN: 9780071284219

This textbook survival guide was created for the textbook: Fluid Mechanics, edition: 2. This full solution covers the following key subjects: tank, valve, center, Water, diameter. This expansive textbook survival guide covers 15 chapters, and 1547 solutions. The full step-by-step solution to problem: 96P from chapter: 5 was answered by , our top Engineering and Tech solution expert on 07/03/17, 04:51AM. Since the solution to 96P from 5 chapter was answered, more than 289 students have viewed the full step-by-step answer. The answer to “A D0 = 8-m-diameter tank is initially filled with water 2 m above the center of aD = 10-cm-diameter valve near the bottom. The tank surface is open to the atmosphere, and the tank drains through aL = 80-m-long pipe connected to the valve. The friction factor of the pipe is given to be f= 0.015, and the discharge velocity is expressed as where z is the water height above the centerof the valve. Determine (a) the initial discharge velocity from the tank and (b) the time required to empty the tank. The tank can be considered to be empty when the water level drops to the center of the valve.” is broken down into a number of easy to follow steps, and 111 words. Fluid Mechanics was written by and is associated to the ISBN: 9780071284219.

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