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Unit - 1 Introduction To Hydrology

Unit 1

Introduction to Hydrology

1.1 Introduction

1.2 Hydrological cycle

1.3 Applications to Hydrology

1.4 Brief introduction of government organizations like IMD CWPRS MERI CDO Hydrology Project Division NIH CWC

1.5 Precipitation

1.6 Types of Precipitation

1.7 Forms of Precipitation

1.8 Precipitation Measurement

1.9 Rain Gauge network

1.10 Introduction to real time data transmission weather station and climate change

1.11 Consistency test

1.12 Presentation of Rainfall data

1.13 Mass rainfall curves

1.14 Hyetograph

1.15 Point rainfall

1.16 Mean precipitation over an areaArithmetic mean method

1.17 Thiessen’s polygon

1.18 Isohyetel method

1.19 Concept of Depthareaduration analysis

1.20 Frequency analysis

1.21 Frequency of point rainfall

1.22 Intensityduration curve

1.23 Maximum intensity duration

1.24 Abstraction of PrecipitationIntersection

1.25 Depression storage

1.26 EvaporationElementary concept

1.27 Factors affecting evaporation

1.28 Measurement of Evaporation

1.29 Transpiration

1.30 Evapotranspiration

1.31 Modified Penman method Process Measurement

1.32 InfiltrationIntroduction

1.33 Infiltration capacity

1.34 Infiltrometer

1.35 Horton’s method

1.36 Infiltration indices

Unit - 2 Run Off

Unit 2

Run off

2.1 Introduction

2.2 Factors affecting runoff

2.3 Rainfallrunoff relationships

2.4 Empirical techniques to determine runoff

2.5 Runoff hydrographIntroduction

2.6 Factors affecting flood hydrograph

2.7 Components of Hydrograph

2.8 Base flow Separation

2.9 Effective rainfall

2.10 Unit Hydrograph theory

2.11 Scurve hydrograph

2.12 Uses and limitations of Unit hydrograph

2.13 Synthetic hydrograph

2.14 Stream Gauging

2.15 Selection of site

2.16 Discharge measurement by velocityarea method

2.17 Introduction to advance techniquesequipments used in gauge discharge measurements such as radar Current meter ADCP acoustic Doppler current profiler

Unit - 3 Floods

Unit 3

Floods

3.1 Floods

3.2 Estimation of Peak flow

3.3 Rational formula and other method

3.4 Flood frequency analysis

3.5 Design floods

3.6 Brief introduction of hydrologic design of culverts and bridges

3.7 Hydrologic flood routing

3.8 Muskingum method

3.9 QGIS software application in hydrology watershed delineation

Unit - 4 Reservoir Planning

Unit 4

Reservoir Planning

4.1 Introduction

4.2 Terms related to reservoir planning Yield reservoir reservoir planning operation curves reservoir storage reservoir clearance

4.3 Investigation for Reservoir Planning

4.4 Significance of Mass Curves Demand Curves

4.5 Application of Mass Curve Demand Curve

4.6 Fixation of Reservoir Capacity from annual inflow and outflow

4.7 Fixation of Reservoir Capacity using elevation capacity curve dependable yield

4.8 Reservoir Losses

4.9 Reservoir SedimentationPhenomenon

4.10 Measures to control reservoir sedimentation

4.11 Density Currents

4.12 Significance of Trap efficiency

4.13 Useful Life of Reservoir

4.14 Costs of Reservoir

4.15 Apportionment of Total cost

4.16 Use of facilities method

4.17 Equal Apportionment Method

4.18 Alternative justifiable expenditure method

Unit - 5 Ground Water Hydrology

Unit 5

Ground water Hydrology

5.1 Occurrence distribution of Ground water

5.2 Specific yield of aquifers

5.3 Movement of Ground water

5.4 Darcy’s Law

5.5 Permeability

5.6 Safe Yield of Basin

5.7 Hydraulics of well under steady flow condition unconfined aquifer

5.8 Specific Capacity of wells

5.9 Tube wells

5.10 Open wells their characteristics

5.11 Water Logging Drainage

5.12 Causes of Water logging

5.13 Effects of Water logging

5.14 Preventive Curative measures of water logging

5.15 Land Drainage

5.16 Reclamation of Water logged areas

5.17 Alkaline Saline lands

5.18 Water Management Distribution

5.19 Warabandi

5.20 Rotational Water Supply System

5.21 Participatory Irrigation Management

5.22 Cooperative water distribution system

Unit - 6 Introduction To Irrigation

Unit 6

Introduction to Irrigation

6.1 Definition

6.2 Function

6.3 Advantages Necessity

6.4 Methods of Irrigation

6.5 Water Requirement of Crops

6.6 Soil Moisture Crop water relationship

6.7 Consumptive use of water

6.8 Principal Indian crops 

6.9 Crop Season

6.10 Crop water requirement

6.11 Crop Planning

6.12 Agricultural Practices

6.13 Calculation of Canal Reservoir Capacities

6.14 Duty Delta

6.15 Irrigation Efficiency

6.16 Piped Distribution Network for Irrigation PDN Introduction

6.17 Advantages Disadvantages of PDN over conventional canal distribution network its application

6.18 Assessment of Canal Revenue

6.19 Various methods Area basis or crop rate basis Volumetric basis Seasonal basis Composite rate basis Permanent basis or betterment levy basis

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