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Unit - 1 Hydrology

Unit 1

Hydrology

1.1 Hydrology Hydrological cycle and its Component

1.2 Water Budget equation

1.3 Precipitation Types Measurement and Analysis

1.4 Evaporation and Consumptive use

1.5 Estimation measurement techniques

1.6 Irrigation

1.7 Necessity

1.8 Types

1.9 Advantages and Disadvantages of Irrigation

1.10 Function of water in Plant growth

1.11 Methods of Irrigation

1.12 Water requirement of Crops

1.13 Duty and Delta relationship

1.14 Irrigation Frequency

1.15 Irrigation efficiencies

1.16 Principal crop

1.17 Crop Season

1.18 Crop rotation

1.19 Canal IrrigationClasses

1.20 Alignment of canal

1.21 Parts of Canal System

1.22 Command area

1.23 Curves in channels

1.24 Channel Losses

1.25 Introduction to Sediment Transportation

1.26 Suspended and bed load its estimation

Unit - 2 Irrigation Channels And Design

Unit 2

Irrigation Channels and Design

2.1 Types Lined and Unlined

2.2 Silt theories Kennedy’s Design procedure for irrigation channel

2.3 Lacey’s Design procedure for irrigation channel

2.4 Longitudinal Cross Section

2.5 Schedule of area statistics and Channel dimensions

2.6 Cross section of an Irrigation channel

2.7 Lining of Irrigation Canals

2.8 Advantages of Irrigation canals

2.9 Types of Irrigation canals

2.10 Factors for selection of a particular type

2.11 Design of Lined channels

2.12 Cross section of lined channels

2.13 Economics of Canal lining

2.14 Water logging and Drainage design

2.15 Effects of water logging

2.16 Causes of water logging

2.17 Antiwater logging measures

2.18 Drainage of water logged land

Unit - 3 Regulation And Control Of Canal System

Unit 3

Regulation and control of canal system

3.1 Regulation and Control of Canal system Purpose

3.2 Types of Canal regulation works and their functional aspects

3.3 Irrigation Outlets

3.4 Requirement of Irrigation outlet

3.5 Types of Outlets

3.6 Nonmodular outlets

3.7 Semimodular outlets

3.8 Rigid module or Modular Outlets and selection criteria

3.9 River Training

3.10 Objective and need of River Training

3.11 Classification of Rivers

3.12 River training works

3.13 Meandering

3.14 Stages of River

3.15 Methods of River Training

3.16 Bank Protection

3.17 Method for Measurement of discharge

3.18 Types of Head works

3.19 Component Part of diversion head work

3.20 Failure of hydraulic structure founded on permeable foundation

3.21 Principles of DesignBligh’s Theory

3.22 Khosla’s theory for determination of pressure and exit gradient

3.23 Regulation Works

3.24 Falls

3.25 Classification of falls

3.26 Introduction to design principles of fallsDesign of Sarda type

3.27 Design of Straight Glacis fall

3.28 Principle and Design of Distributory head regulator and cross regulator

3.29 Canal Escape

3.30 Bed bars

Unit - 4 Canal Head Works

Unit 4

Canal Head works

4.1 Canal Head works

4.2 Functions

4.3 Location

4.4 Layout of Head work

4.5 Weir and Barrage

4.6 Canal Head Regulator

4.7 Introduction to the design principles of weirs on permeable foundation

4.8 Design of Vertical drop and Sloping Glacis weir

4.9 Cross Drainage works

4.10 Necessity

4.11 Types

4.12 Aqueduct

4.13 Siphon Aqueduct

4.14 Super passage

4.15 Canal Siphon

4.16 Level crossing

4.17 Introduction to the design principles of Cross Drainage work

4.18 Investigation and planning of Dams and Reservoir

4.19 Zones of Storage

4.20 Estimation of storage capacity

4.21 Reservoir losses

4.22 Reservoir sedimentation and its control

4.23 Life of a Reservoir

Unit - 5 Dams: Classification And Selection Criteria

Unit 5

Dams

5.1 Dams

5.2 Classification and Criteria

5.3 Earth dams

5.4 Classification of Earth dams

5.5 Causes of Failure

5.6 Phreatic Line and its determination

5.7 Introduction to Stability analysis of Earth dam

5.8 Gravity dams

5.9 Forces in Gravity dam

5.10 Method of Analysis of Gravity dam

5.11 Modes of failure and factor of Safety of Gravity dam

5.12 Elementary Profile of Gravity dam

5.13 Stability analysis of Gravity dam

5.14 Galleries

5.14 Joints

5.16 Control of Cracks

5.17 Spillway

5.18 Spillway Capacity

5.19 Types of Spillways

5.20 Design of Ogee Spillway

5.21 Energy Dissipation below Spillway

5.22 Design Criteria for Hydraulic Jump type Still basins with horizontal and Sloping aprons

5.23 Spillway gates

5.24 Hydroelectric power

5.25 Assessment of Potential in reference to India

5.26 Classification of Power Plants

5.27 Important terms

5.28 Types of Turbine their Suitability

5.29 Power House Layout important structures of a powerhouse

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Other Subjects of fourth-year
Concrete technology
Finite element method
Design of structure-iii
Architecture & town planning
Metro system and engineering
Environmental impact assessment
Engineering hydrology & groundwater management
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