IIT Madras Hydraulics

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IIT Madras Hydraulics (Web Course) Syllabus
Introduction
Unit 1
Free Surface Flows - Introduction
Historical Development of Hydraulics
History of Hydraulics in India
Classification of Flow

Unit 2
Channels and their Geometric Properties
Examples
Pipe Flow and Free Surface Flow

Basic Equations
Unit 3
Continuity Equation
Energy in Free Surface Flow
Basic Momentum Equation

Velocity Distribution
Unit 4
Velocity Measurement and Distribution
Discharge Measurement by Velocity-area Method
Radio-active tracer technique for Measurement of River Discharges
Measurement of Flow of Water and the Limitations of Velocity-area Method
Errors in Depth Measurement in High Velocity Flows

Unit 5
Secondary Current and Spiral Flow

Unit 6
Energy and Momentum Coefficients-Derivation
Energy and Momentum Coefficients for Different Velocity Distributions
Comparison between Momentum and Energy Equation

Unit 7
Pressure Distribution

Specific Energy
Unit 8
Specific Energy Equations for Rectangular Channels
Application of Specific Energy
Problems

Unit 9
Specific Force
Transition-Problems
Application of Specific Force and Specific Energy
Transition in Field

Critical Flow
Unit 10
Characteristics of Critical Flow
Occurrence of Critical Flow

Unit 11
Critical Depth in Trapezoidal & Circular Channels
Hydraulic Exponent for Critical Flow
Problem

Unit 12
Critical Flow Depth Computations
Problems

Flow Measurement
Unit 13
Measuring Flumes
Critical Depth Flumes

Unit 14
Weris-Introduction
Types of Control Structures
Proportional weirs
Flow Over weirs
Polygonal weirs
Special types of weirs
Broad Crested weirs
Different types of Broad Crested weirs
Bear Trap weir

Unit 15
Flow below a Sluice Gate
Brink Depth
Modern Measurements of Flow Measurements
Outlets & Modules
Errors in Measurements
International Standards for Flow Measurement in Open Channel

Uniform Flow
Unit 16
Concept of Uniform Flow
Derivation of Uniform Flow Equations
Resistance in Open Channel Hydraulics
History of Uniform Flow Velocity and Resistance Factor

Unit 17
Friction
Ganguillet and Kutter Formula
Conveyance
Section Factor for Uniform Flow Computation

Unit 18
Hydraulic Exponent for Uniform Flow Computation
Maximum Discharge
Classification of bed Slope
Computations

Unit 19
Problems-Maximum Discharge
Problem-Irregular Channel
Solution of algebraic or Transcendental Equation by Bisection Method
Solution of Manning Equation by Newton Raphson Method

Unit 20
Slope-area Method
Normal & Critical Slopes

Design of Canals
Unit 21
Design of Canals
Typical Canal Cross Sections

Unit 22
Lining the Canals
Seepage Prevention with Impermeable membranes
Failure of Canal Lining
Most Efficient Hydraulic Section
Design of Unlined Channels
Examples & Problems

Gradually Varied Flow
Unit 23
Introduction
Dynamic Equation for Steady Gradually Varied Flow
Classification of Gradually Varied Flow Profiles

Unit 24
Real Life Cases of Water Surface Profiles
Sketching of Composite Water Surface Profiles
Examples

Unit 25
Computation of Gradually Varied Flow
Example

Unit 26
Standard Step Method
Example

Unit 27
Integration of Differential Equation
Improved Euler Method
Fourth-order Runga-Kutta Method
HEC-2

Hydraulic Jump
Unit 28
Normal Hydraulic Jumps
Classification of Jumps
Momentum Equation
General Hydraulic Jump Equation

Unit 29
Energy loss in the Jump
Turbulent Characteristics of the Jump
Pressure Distribution in the Jump
Velocity Distribution in Hydraulic Jump
Length of the Jump

Unit 30
Air Entrainment Characteristics of the Jump
Pre Entrained Hydraulic Jump
Air Concentration Distribution along the Jump
Decay of Turbulence Downstream from a Stilling Basin

Unit 31
Hydraulic Jumps in Sloping Channels

Unit 32
Sequent Depth Tail Water Relationship Stilling Basin
Baffle Stilling Basin
Bhavani Type Stilling Basin
Stilling Basin in Sudden Expansion
Slotted Bucket Stilling Basin

Spillways
Unit 33
Spillways - Introduction

Unit 34
Siphon Spillway

Unit 35
Chute Spillway
Stepped Spillway

Flow in Bends
Unit 36
Introduction
Classification of River Bends
Transverse Water Surface Slope in Bends
Superelevation
Velocity Distribution in Bends

Unsteady Flow
Unit 37
Introduction
Basic Terminology
Classification of waves
Ocean Waves
Tides
Nature of waves

Unit 38
Surge Computation
Example-1
Example-2

Unit 39
Gradually Varied unsteady Flow
Celerity

Unit 40
Method of Characteristics
Method of Specified Intervals

Unit 41
Dam break Problem-Introduction
History of Dam Failures
Causes of Dam Failures
Routing
Case Study-Dam Break Analysis for Kali River

Self Aerated Flows
Unit 42
Self Aerated Flow-Definition of Terms and Instrumentation
Characteristics of Self Aerated Flows

Unit 43
Measurement in Self Aerated Flows
Experimental Investigation
Bhakra Dam Spillway–A Case Study

Contact of Faculty
Dr. B.S. Thandaveswara (Formerly Prof. at IIT Madras)
No. 33, KMK Cottage First Floor Apartment 3,
SIPCOT Staff Housing Colony (Opposite to Lal)
Hosur 635 109, Tamil Nadu.
Telephone : 091-04344-324492 (Residence), 9894868380 (Mobile)
Email : thand12345@yahoo.co.in

Prof. B. S. Murthy
Department of Civil Engineering
Indian Institute of Technology Madras
Chennai - 600036
Email : bsm@iitm.ac.in
Telephone : (91-44) 2257 4262 (Office)

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