Biju Patnaik University of Technology, Odisha, Civil Engineering Semester 6, Hydrology & Irrigation Engineering Syllabus

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Unit - 1 Hydrologic Cycle

Unit 1

Hydrologic cycle

1.1 Hydrologic cycle

1.2 World water balance

1.3 Forms types measurement of precipitation

1.4 Mean precipitation over an area

1.5 Curves of precipitation Depthareaduration Intensity durationfrequency Depthdurationfrequency

1.6 Probable maximum precipitation

1.7 World’s greatest observed rainfalls

1.8 Abstractions of precipitation

1.9 Measurement of evaporation

1.10 Evapotranspiration its equations

1.11 Infiltration measurement indices

Unit - 2 Major Methods For Measurement Of Stage

Unit 2

Major methods for Measurement of stage

2.1 Major methods for Measurement of stage velocity stream flow

2.2 Stagedischarge relationship Linear loglog

2.3 Runoff characteristics of streams

2.4 Runoff volume estimation by Curve Number method

2.5 Flow mass curve reservoir capacity estimation

2.6 Hydrographs components affecting factors base flow separation methods

2.7 Unit hydrographs UHs derivation use limitations

2.8 UHs of different durations

2.9 Peak flood estimation by rational method empirical formulae enveloping curves Gumbel’s Method.

Unit - 3 Irrigation

Unit 3

Irrigation

3.1 Irrigation necessity advantages disadvantages

3.2 Water distribution techniques in farms Free flooding border flooding check flooding basin flooding furrow irrigation sprinkler irrigation drip irrigation

3.3 Crop water requirement Duty Delta Base period Crop period

3.4 Irrigation efficiencies

3.5 Soil moisture irrigation frequency relationship

3.6 Irrigation channels classification alignment

3.7 Distribution system water losses in irrigation channels

3.8 Stable regime channel design comparison of Kennedy’s Lacey’s Theories

3.9 Irrigation canal lining types advantages economics preliminary design.

Unit - 4 Types Of Cross-Drainage (CD) Works

Unit 4

Types of CrossDrainage CD Works

4.1 Types of CrossDrainage CD Works

4.2 Considerations for CD works

4.3 Diversion Head works Types of weirs and barrages Layout of a diversion head works

4.4 Design of weirs and barrages Comparison among Bligh’s creep theory Lane’s weighted creep theory and Khosla’s method of independent variables Exit gradient

4.5 Canal Falls Necessity Proper location Types

4.6 Gravity Dams Typical cross section Various forces acting on gravity dam Combination of forces for design Modes of failure and criteria for structural stability High and low gravity dams Typical section of low gravity dam

0.032 √VXF0.7630.271 F 34

4.7 Earth Dams Types Causes of failure Preliminary section Seepage control.

4.8 Spillways Brief study of various types.

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