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Civil Engineering
Hydraulics (Web)
Syllabus
Co-ordinated by :
IIT Madras
Available from :
2009-12-31
Lec :
1
Modules / Lectures
Unit 1 - Introduction
Free Surface Flows - Introduction
Historical Development of Hydraulics
History of Hydraulics in India
Classification of Flow
Unit 2 - Introduction
CHANNELS AND THEIR GEOMETRIC PROPERTIES
Examples
Pipe Flow and Free Surface Flow
Unit 3 - Basic Equations
Continuity Equation
Energy in Free Surface Flow
Basic Momentum Equation
Unit 4 - Velocity Distribution
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 - Velocity Distribution
Secondary Current and Spiral Flow
Unit 6 - Velocity Distribution
Energy and Momentum Coefficients-Derivation
Energy and Momentum Coefficients for Different Velocity Distributions
Energy vs. Momentum Equation
Unit 7 - Velocity Distribution
Pressure Distribution
Unit 8 - Specific Energy
Specific Energy Equations for Rectangular Channels
Application of Specific Energy
Problems
Unit 9 - Specific Energy
Specific Force
Transition-Problems
Application of Specific Force and Specific Energy
Transition in Field
Unit 10 - Critical Flow
Characteristics of Critical Flow
Occurrence of Critical Flow
Unit 11 - Critical Flow
Critical Depth in Trapezoidal & Circular Channels
Hydraulic Exponent for Critical Flow
Problem
Unit 12 - Critical Flow
Critical Flow Depth Computations
Problems
Unit 13 - Flow Measurement
Measuring Flumes
Critical Depth Flumes
Unit 14 - Flow Measurement
Weir's-Introduction
Types of Control Structures
Proportional Weirs
Flow Over Weirs
Polygonal Weirs
Special types of weirs
Broad Crested Weirs
Types of Broad Crested Weirs
Bear Trap Weir
Unit 15 - Flow Measurement
Flow below a Sluice Gate
Brink Depth
Modern Measurements of Flow Measurements
Outlets and Modules
Errors in Measurement
International Standards for Flow Measurement in Open Channel
Unit 16 - Uniform Flow
Concept of Uniform Flow
Derivation of Uniform Flow Equations
Resistance in Open Channel Hydraulics
History of Uniform Flow Velocity and Resistance Factor
Unit 17 - Uniform Flow
Friction
Ganguillet and Kutter Formula
Conveyance
Section Factor for Uniform Flow Computation
Unit 18 - Uniform Flow
Hydraulic Exponent for Uniform Flow Computation
Maximum Discharge
Classification of Bed slope
Computations
Unit 19 - Uniform Flow
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 - Uniform Flow
Slope Area Method
Normal and Critical Slope
Unit 21 - Design of Canals
Design of Canals
Typical Canal Cross Sections
Unit 22 - Design of Canals
Canal Lining
Seepage Prevention with Impermeable membranes
Failure of Canal Lining
Most Efficient Hydraulic Section
Design of Unlined Channels
Examples and Problems
Unit 23 - Gradually Varied Flow
Introduction
Dynamic Equation for Steady Gradually Varied Flow
Classification of Gradually Varied Flow Profiles
Unit 24 - Gradually Varied Flow
Real Life Cases of Water Surface Profiles
Sketching of Composite Water Surface Profiles
Examples
Unit 25 - Gradually Varied Flow
Computation of Gradually Varied Flow
Example
Unit 26 - Gradually Varied Flow
Standard Step Method
Example
Unit 27 - Gradually Varied Flow
Integration of Differential Equation
Improved Euler Method
Fourth Order R-K Method
HEC-2
Unit 28 - Hydraulic Jump
Normal Hydraulic Jump
Classification of Jumps
Momentum Equation
General Hydraulic Jump Equation
Unit 29 - Hydraulic Jump
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 - Hydraulic Jump
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 Jump
Hydraulic Jumps in Sloping Channels
Unit 32 - Hydraulic Jump
Sequent Depth Tail Water Relationship Stilling Basin
Baffle Stilling Basin
Bhavani Type Stilling Basin
Stilling Basin in Sudden Expansion
Slotted Bucket Stilling Basin
Unit 33 - Spillways
Spillways -1
Unit 34 - Spillways
Siphon Spillways/Morning Glory Spillways
Unit 35 - Spillways
Chute Spillway
Stepped Spillway
Unit 36 - Flow in Bends
Introduction
Classification of River Bends
Transverse Water Surface Slope in Bends
Superrelevation
Velocity Distribution in Bends
Unit 37 - Unsteady Flow
Introduction
Basic Terminology
Classification of Waves
Ocean Waves
Tides
Nature of Waves
Unit 38 - Unsteady Flow
Surge Computation
Example 1
Example 2
Unit 39 - Unsteady Flow
Gradually Varied Unsteady Flow
Celerity
Unit 40 - Unsteady Flow
Method Of Characteristics
Method of Specified Intervals
Unit 41 - Unsteady Flow
Dambreak Problem
History of Dam Failures
Causes of Dam Failures
Routing
Case Study-Dam Break Analysis for Kali River
Unit 42 - Self Aerated Flows
Self Aerated Flow-Definition of Terms and Instrumentation
Characteristics of Self Aerated Flows
Unit 43 - Self Aerated Flows
Measurement in Self Aerated Flows
Experimental Investigation
Bhakra Dam SpillwayA Case Study
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