Shivaji University, Maharashtra, Civil Engineering Semester 4, Fluid Mechanics-II Syllabus

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Unit - 1 Uniform Flow in Open Channel

1.1 Introduction

1.2 Difference between open channel flow and pipe flow.

1.3 Types of Open channels.

1.4 Types of Flow in Open Channels

1.5 Geometric elements of open channels

1.6 Velocity Distribution

1.7 Velocity Measurement Using a Pitot Tube 

1.8 Measurement of Velocity by CurrentMeter

1.9 Steady and Uniform flow

1.10 Flow Resistance equations

1.11 Computation of Normal Depth

1.12 Hydraulically Efficient Section

Unit - 2 Gradually Varied Flow (GVF)

2.1 Depth Energy Relationship in Open Channel Flow

2.2 Specific energy

2.3 Specific Force

2.4 Basic Differential Equation for the GraduallyVaried Flow Water Surface Profile

2.5 DirectStep Method

Unit - 3 Rapidly Varied Flow (RVF)

3.1 Introduction

3.2 Hydraulic Jump

3.3 Conjugate depth

3.4 Characteristics of a Hydraulic jump

3.5 Applications for hydraulic jumps

3.6 Energy Dissipators

3.7 Surges in Open channels

3.8 Introduction

3.9 Assumptions

Unit - 4 Notches and Weirs

4.1 Introduction

4.2 Classification

4.3 Weirs

4.4 Discharge equation

4.5 The velocity of Approach

4.6 Francis Formula

4.7 Calibration of notches

4.8 Errors in measurement of discharge

4.9 Sharp crested weir

4.10 Broad crested weirs

4.11 Round crested weirs

4.12 Calibration of weirs

4.13 Time of Emptying a Tank

Unit - 5 Impact of Jet

5.1 Introduction

5.2 Impulse Momentum Principle

5.3 Force Exerted By Fluid Jet On Stationary Flat Plate

5.4 Velocity Diagram

Unit - 6 Pumps and Turbines

6.1 Introduction to Hydraulic Turbines

6.2 Turbines

6.3 Pelton Turbine

6.4 Francis Turbine

6.5 Kaplan Turbine

6.6 Selection of Turbines

6.7 Draft Tube

6.8 Pumps

6.9 Centrifugal Pump

6.10 Pump Common Problems and Solutions

6.11 Net Positive Suction Head NPSH

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Other Subjects of Semester-2
Surveying-ii
Concrete technology
Structural mechanics
Building design and drawing
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