WORK, FLUID PRESSURES AND FORCES
WORK
When we push a chair a distance along a straight-line with constant force, we can determine the
work done by the force on the chair by using the formula W = Fd. Unfortunately, not all forces
are constant, so we have t
Fluid Mechanics Course
Topic IV: Flow in Conduits and Energy Losses
Flow in pipes /conduits and energy losses: pressure
drop; Reynolds visualization; laminar/ transition/turbulent
flow in pipes; momentum boundary layer concept; HagenPoiseuille Equation; D
Fluid Mechanics Course
Topic II: Fluid statics
Fluid statics: normal stresses and Pascals law; vector
relation between pressure force and surface area; absolute,
gage, atmospheric, vacuum pressure; pressure distribution
for compressible/incompressible sta
Topic I: Introduction to Fluid Mechanics
Fluid mechanics fluid; shear stress; continuum
hypothesis; general flow classification; units and
dimensions; density; specific weight; specific gravity;
specific volume; mass and force; temperature;
compressibilit
2.88 An L-shaped rigid gate is hinged at one end and is lo-
cated between partitions in an open tank containing water as
shown in Fig. P238. A block of concrete (7 = 150 lb/ft) is to
be hung from the horizontal portion of the gate. Determine the
required
University of Jordan
Faculty of Engineering & Technology
Chemical Engineering Department
Fluid Mechanics
SUGESSTED PROBLEMS ON TOPIC I:
Problem 1:
Problem 2:
Problem 3:
Dr. Mohammad Al-Shannag
Problem 4:
Problem 5:
Problem 6:
Problem 7:
Problem 8:
D
Fluid Mechanics Course
Topic V: Pumps and Pumping of Liquids
Pumps and pumping of liquids: pump efficiency; pump
and system head: total head, suction head, discharge head,
NPSH head; pump capacity, pump horsepower; parameters
involved In Pump selection; t
Chapter 11
Compressibility of Soil
As discussed in Principles of Geotechnical Engineering by Das and Sobhan (2014)
Bashar Tarawneh, Ph.D, P.E
The University of Jordan
Civil Eng. Dept.
1
Compressibility and Consolidation
- Compressibility :
Volume changes
Chapter 10
Stresses in a Soil Mass
As discussed in Principles of Geotechnical Engineering by Das and Sobhan (2014)
Bashar Tarawneh, Ph.D, P.E
The University of Jordan
Civil Eng. Dept.
Shallow Foundations
- Transferring building loads to underlying ground
Faculty of Engineering and Technology Chemical Engineering Department 0905231 Mathematical Methods for Chemical Engineering
Name: Q1) Complete the following table:
Equation Ordinary or Partial Order Independent variables Dependent variables Linear or non-
Faculty of Engineering and Technology Chemical Engineering Department Mathematical Methods for Chemical Engineers H.W. 3 Q1. Using the power series method show that the following differential equation
dy = x + y +1 dx has a solution of the form
y ( x ) =
Faculty of Engineering and Technology Chemical Engineering Department Second Semester 2006/2007
Course Name
Mathematical Methods for Che. Eng.
Dr. Yousef Mubarak Tel: 5355000 Ext. 22891 (Office) Office: CH. 315 E-mail: ymubarak@ju.edu.jo
Course Number
090
Faculty of Engineering and Technology Chemical Engineering Department 0905321 Mathematical Methods for Chemical Engineering
Concepts of Differential Equations
1) A differential equation is an equation involving derivatives of an unknown
function of one or
Faculty of Engineering and Technology Chemical Engineering Department Mathematical Methods for Chemical Engineering
Q1
For the equation: x2 + y2 = C Find the orthogonal trajectories and then plot the equation and the orthogonal trajectories for different