18/03/2014
FLUID Mechanics
Prepared by:
Brosk F. A. Zangana
Lecture no. 16
Flow Measurement Devices
Department of Petroleum Engineering
Faculty of Engineering
Koya University
Email: [email protected]
1
Flow Measurement Devices
Flow can be m

FLUID Mechanics
Prepared by:
Brosk F. A. Zangana
Lecture no. 11 & 12
Bernoullis Equation For Real Fluids and Re
Department of Petroleum Engineering
Faculty of Engineering
Koya University
Email: [email protected]
1
Bernoullis Equation for Re

FLUID Mechanics
Prepared by:
Brosk F. A. Zangana
Lecture no. 13
Flow of Liquids through Pipes
Department of Petroleum Engineering
Faculty of Engineering
Koya University
Email: [email protected]
1
Flow of Liquids through Pipes
Consider stead

Course Book of
Fluid Mechanics
By
Mr. Brosk Frya Ali
Petroleum Engineering Department
Faculty of Engineering
Koya University
2014-2015
1
CONTENT
2
1. Course Coordinator and List of Lecturers on this Course.
3
2. Course Overview.
4
3. Course Objectives.
4

Fluid Mechanics
Prepared by:
Brosk F. A. Zangana
Lecture no. 4
Department of Petroleum Engineering
Faculty of Engineering
Koya University
Email: [email protected]
1
Fluid Static
Fluid static is that branch of mechanics of fluids that deals

10/02/2015
FLUID Mechanics
Prepared by:
Brosk F. A. Zangana
Lecture no. 14
Minor Losses
Department of Petroleum Engineering
Faculty of Engineering
Koya University
Email: [email protected]
1
Minor Losses
Losses which occur in pipelines becau

FLUID Mechanics
Prepared by:
Brosk F. A. Zangana
Lecture no. 6 &7
Department of Petroleum Engineering
Faculty of Engineering
Koya University
Email: [email protected]
1
Single Column Manometer
Single column manometer is a modified form of a

Faculty of Engineering
Petroleum Engineering Department
Fluid Mechanics Lecture no. 1
Mr. Brosk F. A. Zangana
Email: [email protected]
1
Fluid Mechanics
Statics
Fluid Mechanics
Kinematics
Dynamics
Fluid Static: is the study of fluids at res

FLUID Mechanics
Prepared by:
Brosk F. A. Zangana
Lecture no. 5
Department of Petroleum Engineering
Faculty of Engineering
Koya University
Email: [email protected]
1
Measurement of Pressure
The pressure on a fluid is measured in two differen

FLUID Mechanics
Prepared by:
Brosk F. A. Zangana
Lecture no. 18&19
Pumping of Fluids
Department of Petroleum Engineering
Faculty of Engineering
Koya University
Email: [email protected]
1
Pumping of Fluids
Pumps are commonly encountered in i

Fluid Mechanics
Lecture no. 3
Mr. Brosk F. A. Zangana
Department of Petroleum Engineering
Faculty of Engineering
Koya University
Email: [email protected]
1
Fluid Properties
The engineering science of fluid mechanics has developed because
of

Lecture no. 2: Dimensional Analysis
Example -2.1a) Determine the dimensions of the following quantities in M-L-T system 1- force,
work 4- power 5- surface tension 6- discharge 7- torque 8- momentum.
b) Check the dimensional homogeneity of the following eq

FLUID Mechanics
Prepared by:
Brosk F. A. Zangana
Lecture no. 8 9 & 10
Department of Petroleum Engineering
Faculty of Engineering
Koya University
Email: [email protected]
1
Basic Principles of Fluid Flow
Average Velocity (u) m/s: If a fluid

Calculations
The value of density of water is 1 gm/cm3 or 1000 kg/m3.
=
= 1/
Specific gravity (S) for liquids =
Specific gravity (S) for gases =
Thus:
=S
X 1000 X 9.81 N/m3
The density of a liquid = S X Density of water
= S X 1000 kg/m3
Problem 1.3:
If:
P

12/02/2014
Unit conversion
1
12/02/2014
Examples
2
12/02/2014
Examples
The Moody chart for pipe
friction with smooth and
rough walls. This chart is
identical to the above Eq.
for turbulent flow. (From
Ref. 8, by permission of the
ASME.)
3
12/02/2014
Recom

Example 1:
Given is a three-pipe series system, as in the bellow Fig. The total pressure drop is PA - PB = 150,000
Pa, and the elevation drop is ZA - ZB = 5 m. The pipe data are
The fluid is water, = 1000 kg/m3 and = 1.02 X 10-6 m2/s. Calculate the flow r

Tutorials: Lecture no. 10
Problem 2: A pipe, through which water is flowing, is having diameters, 20 cm and 10 cm
at the cross-sections 1 and 2 respectively. The velocity of water at section 1 is 4.0 m/s.
Find the velocity head at sections 1 and 2 and als

Problem 6.22: An orifice meter with orifice diameter 10 cm is inserted in a pipe of 20 cm diameter. The
pressure gauges fitted upstream and downstream of the orifice meter gives readings of 19.62 N/cm2 and
9.81 N/cm2 respectively. Co-efficient of discharg

26/02/2014
FLUID Mechanics
Prepared by:
Brosk F. A. Zangana
Lecture no. 15
Minor Losses
Department of Petroleum Engineering
Faculty of Engineering
Koya University
Email: [email protected]
1
Frictional Head Losses in Non-Circular Pipes
For c

Faculty of Engineering
Petroleum Engineering Department
Fluid Mechanics Lecture no. 1
Mr. Brosk F. A. Zangana
Email: [email protected]
1
Fluid Mechanics
Statics
Fluid Mechanics
Kinematics
Dynamics
Fluid Static: is the study of fluids at res

02/05/2014
FLUID Mechanics
Prepared by:
Brosk F. A. Zangana
Lecture no. 17
Department of Petroleum Engineering
Faculty of Engineering
Koya University
Email: [email protected]
1
Flow Measurement Devices
Orifice meter or orifice plate: it is