DISCHARGE OVER WEIRS
OBJECTIVE:
To Determine the Head-Discharge Relationship, Coefficient of Discharge and
Experiment for Head Factor, for Sharp Crested Rectangular Weir and V-notch Weir.
THEORY:
Consider points (M) at the upstream level and (N) at the we

*
Objective:
To estimate pressure head losses for different component of pipe net
work.
* Theory:
Losses in pipe networks can be divided typically in to major and minor
losses. Major losses are produced mainly due to friction or viscous action
while minor

Objectives
1. Determination of a critical depth for a specific discharge a channel.
2. Show trasition of flow from rapid to tranquil with the resultant energy
dissipation which explains why Hydraulic Jumps are used in open
channels and hydraulic structure

Objective:
To determine the coefficient of
discharge, the coefficient of velocity
and the coefficient of contraction due
to vena contracts for a sluice gate.
I.e. study discharge beneath a sluice
gate and find the force in sluice gate.
Theory:
Sluice gate

Jordan University of Science and Technology
Civil Engineering Department
Fluid Mechanics and Hydraulic Laboratory
Experiment name: " Impact of a jet "
Name: Safa`a Haider Lababneh
20040023070
28 /10/2007
Section # 1 (Sunday)
Experiment objectives
To verif

Introduction:
One way to determine the type of the flow which is a number
called Reynolds number.
This is important in design the pipe which can hold the flow.
The way we can measure Reynolds number is to determine the
flow in pipe with known diameter, th

Objective:
To determine the operation characteristics of a pelton turbine at a various speeds.
Equipment:
1. Hydraulic bench.
2. Pelton impulse turbine accessory.
3. Tachometer.
Theory:
The performance curve of a turbine can be derived in the same way as

Introduction:
If a body is immersed in a static fluid, the fluid will exerts a force
on it, this force is called Hydrostatic Force.
The hydrostatic force is so useful in design hydraulic structures
such as dames and gates under water.
Objective:
To determ

Objective:
To verify experimentally the linear-momentum principle as applied to jets
impinging on stationary flat plate, 120 plate or hemispherical cup.
Apparatus:
The apparatus used in this experiment is shown in Fig (2). It consists mainly of a
bench su

Objective:
1. To study the basic characteristics of a centrifugal pump.
2. To study the performance of two pumps operating in -series or in -parallel.
Apparatus Description:
The test set, have been designed as simple self- contained units to permit the st

Objective:
To investigate the validity of Bernoullis theorem as applied to the
flow of water in tapering circular duct.
Equipment & Apparatus:
1. Hydraulic bench.
2. Bernoullis theorem demonstration apparatus, shown in Fig
(1).
3. Stop watch.
Fig .1
Theor

Objective:
To estimate pressure head losses for different components of a pipe network.
Theory:
Losses in pipe networks can be divided into two types of losses major and
minor , major losses are produced mainly by friction while minor losses are due valve

Objective:
To determine the density , specific
gravity , of some liquids (i.e engine oil . glyecerol , caster oil)
at atmospheric pressure and tempetature) .
Theory:
DENSITY:
Consider ther hydrometer is placed in
adistiled water Newton law of motion for t

Jordan University of Science and
Technology
Civil Engineering Department
Fluid Laboratory and Hydraulic
CE 354
Lab #3 : Impact of a Jet
Ammar Tahtamouni
20050023121
* Objective:
To verify experimentally the linear momentum principle as applied to
jets imp

Civil Engineering Department
Fluid Laboratory and Hydraulic
CE 354
Reported By :
Wael Ahmed Basel
20060023100
Lab #2 : Center of pressure on a plane surface
Objectives:
Determining the center of pressure of a rectangular surface
when it is partially or fu

Jordan University of Science and
Technology
Civil Engineering Department
Fluid Laboratory and Hydraulic
CE 354
Experiment: discharge over weirs
Ammar Tahtamouni
20050023121
Jordan University of Science and
Technology
Civil Engineering Department
Fluid Lab

Introduction:
If a body is immersed in a static fluid, the fluid will exerts a force
on it, this force is called Hydrostatic Force.
The hydrostatic force is so useful in design hydraulic structures
such as dames and gates under water.
Objective:
To determ

Introduction:
If a body is immersed in a static fluid, the fluid will exerts a force
on it, this force is called Hydrostatic Force.
The hydrostatic force is so useful in design hydraulic structures
such as dames and gates under water.
Objective:
To determ

Jordan University o f Science and
Technology
Civil Engineering Department
Fluid Mechanics and Hydraulic
Laboratory
HEAD LOSSES
DR. Monged Al-shareef.
T.A. Eng. Rasha Gharaybeh
Safa`a Haider Lababneh
Id
: 20040023025
11/11/2007
Experiment objectives
Determ

Objectives:
To consider the effect of water depth on any body enters the water
(hydrostatic pressure).
Theory:
Consider a plate of area (A), immersed in a fluid of specific weight
(), and inclined by () from the horizontal, by taking (f) extends
on infini

* Objectives:
To perform the classical experiment conducted by Reynolds concerning
fluid flow condition, (i.e., laminar, transitional, turbulent flow), also to
replicate what Reynolds did.
* Theory:
The nature o a given flow of incompressible fluid is cha

Jordan University of
Science and Technology
Faculty of Engineering
Civil Engineering Department
Fluid Mechanics and Hydraulic
Laboratory CE 354
Exp # (4): Osborne Reynolds
Apparatus
Eng: Abdel-salam Qublan
Louy Al-hami
201000230136
Objectives
1. Determina

Experiment #6
JordUniversity of science and technology
Civil engineering department
Fluid mechanics and hydraulic Lab
Exp # 6
Head losses
To:
Eng: Abdel-salam Qublan
By:
Louy Riyad Al-hami
20100023163
Experiment #6
Objective:
To estimate pressure head los

Jordan univercity of sience and technology
Civil engineering department
Fluid mechanics and haydraulic lab
Exp # 5
Bernnoullis theorem demonsration appartus
Submmited to : Eng Abdel-salam Qublan
Louy Riyad Sa'id Al-hami
20100023163
Objective:To investigat

Jordan University of
Science and Technology
Faculty of Engineering
Civil Engineering
Department
Fluid Mechanics and
Hydraulics Laboratory
CE354
Exp#(1)
Measurement of specific
gravity ,density, and
viscosity
Eng Abdalla Qublan
Name: Louy Al hami
ID: 20100

Jordan University o f Science and
Technology
Civil Engineering Department
Fluid Mechanics and Hydraulic
Laboratory
Bernoulli's theorem demonstration
apparatus
DR. Monged Al-shareef.
T.A. Eng. Rasha Gharaybeh
Safa`a Haider Lababneh
Id
: 20040023025
11/11/2