This document discusses optimal and efficient channel cross-sections for open channel flow. It defines an optimal channel section as having minimum construction costs, considering excavation and lining costs. An efficient channel section maximizes discharge for a given cross-sectional area and roughness. The most hydraulically efficient shape allows the greatest flow for a given area. Formulas for uniform flow like Chezy and Manning equations are presented to calculate velocity and discharge as a function of roughness, slope, hydraulic radius and other variables. Examples are given to demonstrate computing the most efficient dimensions for a rectangular channel.
Canal fall- necessity and location- types of falls- Cross regulator and
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Canal fall- necessity and location- types of falls- Cross regulator and
distributory head regulator- their functions, Silt control devices, Canal
escapes- types of escapes.
Topics:
1. Types of Gravity Dam
2. Forces Acting on a Gravity Dam
3. Causes of failure of Gravity Dam
4. Elementary Profile of Gravity Dam
5. Practical Profile of Gravity Dam
6. Limiting height of Gravity Dam
7. Drainage and Inspection Galleries
This presentation discusses all the elements of water conductor system which includes: Intake Structure, Elements of intake, types of intake structure, Types of Water Conductor System - Open channel and pressure tunnels, Penstock and its classification
Present slideshow provides brief introductory part of various Intake Structures. This is useful for Environmental Engineering Students, faculties and learners.
The presentation has prepared as per the syllabus of Mumbai University.
Go through the presentation, if you like it then share it with your friends and classmates.
Thank you :)
Uniform Flow: Basic concepts of free surface flows,
velocity and pressure distribution,
Mass, energy and momentum principle for prismatic and non-prismatic channels,
Review of Uniform flow: Standard equations,
hydraulically efficient channel sections,
compound sections,
Energy-depth relations:
Concept of specific energy, specific force,
critical flow, critical depth,
hydraulic exponents, and
Channel transitions.
An open channel is a conduit in which a liquid flows with a free surface.
The free surface is actually an interface between the moving liquid and an overlying fluid medium and will have constant pressure.
In civil engineering applications; water is the most common liquid with air at atmospheric pressure as the overlying fluid.
The prime motivating force for open channel flow is gravity.
An open channel is a conduit in which a liquid flows with a free surface.
The free surface is actually an interface between the moving liquid and an overlying fluid medium and will have constant pressure.
In civil engineering applications; water is the most common liquid with air at atmospheric pressure as the overlying fluid.
The prime motivating force for open channel flow is gravity.
An open channel is a conduit in which a liquid flows with a free surface.
The free surface is actually an interface between the moving liquid and an overlying fluid medium and will have constant pressure.
In civil engineering applications; water is the most common liquid with air at atmospheric pressure as the overlying fluid.
The prime motivating force for open channel flow is gravity.
Topics:
1. Types of Gravity Dam
2. Forces Acting on a Gravity Dam
3. Causes of failure of Gravity Dam
4. Elementary Profile of Gravity Dam
5. Practical Profile of Gravity Dam
6. Limiting height of Gravity Dam
7. Drainage and Inspection Galleries
This presentation discusses all the elements of water conductor system which includes: Intake Structure, Elements of intake, types of intake structure, Types of Water Conductor System - Open channel and pressure tunnels, Penstock and its classification
Present slideshow provides brief introductory part of various Intake Structures. This is useful for Environmental Engineering Students, faculties and learners.
The presentation has prepared as per the syllabus of Mumbai University.
Go through the presentation, if you like it then share it with your friends and classmates.
Thank you :)
Uniform Flow: Basic concepts of free surface flows,
velocity and pressure distribution,
Mass, energy and momentum principle for prismatic and non-prismatic channels,
Review of Uniform flow: Standard equations,
hydraulically efficient channel sections,
compound sections,
Energy-depth relations:
Concept of specific energy, specific force,
critical flow, critical depth,
hydraulic exponents, and
Channel transitions.
An open channel is a conduit in which a liquid flows with a free surface.
The free surface is actually an interface between the moving liquid and an overlying fluid medium and will have constant pressure.
In civil engineering applications; water is the most common liquid with air at atmospheric pressure as the overlying fluid.
The prime motivating force for open channel flow is gravity.
An open channel is a conduit in which a liquid flows with a free surface.
The free surface is actually an interface between the moving liquid and an overlying fluid medium and will have constant pressure.
In civil engineering applications; water is the most common liquid with air at atmospheric pressure as the overlying fluid.
The prime motivating force for open channel flow is gravity.
An open channel is a conduit in which a liquid flows with a free surface.
The free surface is actually an interface between the moving liquid and an overlying fluid medium and will have constant pressure.
In civil engineering applications; water is the most common liquid with air at atmospheric pressure as the overlying fluid.
The prime motivating force for open channel flow is gravity.
Uniform Flow: Basic concepts of free surface flows,
velocity and pressure distribution,
Mass, energy and momentum principle for prismatic and non-prismatic channels,
Review of Uniform flow: Standard equations,
hydraulically efficient channel sections,
compound sections,
Energy-depth relations:
Concept of specific energy, specific force,
critical flow, critical depth,
hydraulic exponents, and
Channel transitions.
The French Revolution, which began in 1789, was a period of radical social and political upheaval in France. It marked the decline of absolute monarchies, the rise of secular and democratic republics, and the eventual rise of Napoleon Bonaparte. This revolutionary period is crucial in understanding the transition from feudalism to modernity in Europe.
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This Gasta posits a strategic approach to integrating AI into HEIs to prepare staff, students and the curriculum for an evolving world and workplace. We will highlight the advantages of working with these technologies beyond the realm of teaching, learning and assessment by considering prompt engineering skills, industry impact, curriculum changes, and the need for staff upskilling. In contrast, not engaging strategically with Generative AI poses risks, including falling behind peers, missed opportunities and failing to ensure our graduates remain employable. The rapid evolution of AI technologies necessitates a proactive and strategic approach if we are to remain relevant.
Home assignment II on Spectroscopy 2024 Answers.pdf
Lecture 2.pptx
1. 1. The geometry of the trapezoidal channel is displayed in the figure below
with all the necessary information. Based on the given information calculate
the depth.
3. A given trapezoidal channel has the following dimensions: B=10m, m=1.5,
y=3m, and is designed to carry 40 m3/s. Using the same cross-sectional area
and side slopes, how much would the most efficient cross-section increase
the present hydraulic radius and flow capacity? What would be the
corresponding depth and bed width?
Additional information
n=0.030, S= 1° and
Q=25m3/s
Exercises
2. Derive the most economical section for
rectangular / trapezoidal channel?
3. Optimal (efficient) channel cross section
A section of a channel is said to be most economical when the cost of
construction of the channel is minimum. But the cost of construction of a
channel depends on excavation and the lining.
A channel section is said to be efficient if it gives the maximum discharge
for the given shape, area and roughness.
The most hydraulically-efficient shape of channel is the one which can
pass the greatest quantity of flow for any given area or, equivalently, the
smallest area for a given quantity of flow.
most economical section
As the cost of construction(excavation, channel lining is directly related
with the area of the channel & perimeter.
Dp/dy=0
4. Example
What are the best dimensions y and B for a rectangular brick
channel designed to carry 5 m3/sec of water in uniform flow
with S0 = 0.001, and n = 0.015?
Ans:
5. Velocity distribution in open channels
The measured velocity in an open channel will always vary across the
channel section because of friction along the boundary.
Neither is this velocity distribution usually ax symmetric (as it is in pipe
flow) due to the existence of the free surface. It might be expected to
find the maximum velocity at the free surface where the sheer force is
zero but this is not the case.
The maximum Velocity is usually found just below the surface.
Non scouring and Non silting velocity should have to be designed.
Design consideration
6. *Accurate V is found b/n 0.2 D to 0.8D
*For deep channel Vmax occurs at D/3 form the free surface.
7.
8. 1.4. Uniform Flow in open channel
Uniformflow(steady uniformflow)
The main feature of uniform flow in an open channel is
The discharge, area of flow, depth, and velocity remain constant throughout the reach
The energy line, the water surface line, and the bed line all are parallel in other words, the slopes of the energy line (Sf), the
hydraulic gradient line (Sw), and the bed line (So) are equal
uniform flow is an exact balance between gravity and frictional forces
This is so when there is an exact balance between the gravity and resistance forces
8
9. Uniform flow is considered to be steady only, since unsteady uniform flow is
practically nonexistent. In natural streams, even steady uniform flow is rare, for
rivers and streams in natural states scarcely ever experience a strict uniform flow
condition.
The results obtained from this assumption are understood to be approximate and
general, but they offer a relatively simple and satisfactory solution to many
practical problems.
When flow occurs in an open channel, the water encounters resistance as it flows
downstream. This resistance is generally counteracted by the components of
gravity forces acting on the body of the water in the direction of motion. A uniform
flow will be developed if the resistance is balanced by the gravity forces.
10. • Several equations are available to calculate the rate of flow in an open channel,
Chezy and manning equations are commonly used. They are used for estimating
velocity as well as discharge of channel flow.
• The Continuity equation and manning formula are the two basic equations which
are used for various problems of uniform flow computation.
• the computation consist of discharge, velocity of flow, normal depth, roughness
Coeffiecnt, channel slope, Size of cross section( A ,R, K).
11. Where S0- bed slope of channel , Sw- Water surface slope , S- Slope of EGL
W – Weight of water , 0 – Shear stress, L- Length of channel
11
Uniform flow in open channel
uniform steady and one dimensional flow and
Forces acting on the liquid in the reach b/n two sections
A. Chezy Formula
12. 12
Force due to Gravity in the direction of flow = Wsin
Frictional Force occurs at the bottom = PL
Uniform flow is the exact balance between the gravity and friction force
Wsin = PL
A L sin = P.L But sin = hf/L = S, solving for , V2
From bed shear stress theory o= Kv2
Therefore, kv2=RS,
constant (b/c & k-are constant)
Then V2=
o
o
S
R
S
P
A
.
.
RS
k
2
C
k
This is the Chezy –formula
o
P = perimeter
13. B. Manning Formula
The other the most widely used formula uniform flow in open
channels is that published by the Irish engineer Robert Manning.
V=
A relation between the Chezy’s C and Manning’s n may be
obtained by comparing equations
13
2
1
3
2
0
1
S
R
n
n
R
C
6
1
The Manning equation has the great benefits that it is simple, accurate and
due to it long extensive practical use; there exists a wealth of publicly
available values of n for a very wide range of channels.