Flow Transition Design in Hydraulic Structures

Chapter-1: INTRODUCTION
Definition of Transition
Necessity of Transition in Hydraulic structures
Classification of Transitions
Contracting and Expanding Transitions and Their Performance
Fluming of Hydraulic Structures
Length of Transition
Different Shapes of Transition Structures 
Economics of Transition structures
Historical Development of Transition structures
References
Chapter-2: CHARACTRISTICS OF FLOW IN TRANSITION STRUCTURES
2.1 General
2.2 Flow Characteristics in Contracting and Expanding Transitions with Free Surface Sub-Critical Flow
2.3 Characteristics of Flow from Sub-critical to Super-Critical State/Flow Over A Spillway
2.4 Characteristics of Flow from Super-critical to Sub-critical stage/Hydraulic Jump
2.5 Super-Critical Flow Transition
2.6 Flow Characteristics in Closed Conduit Flow Transitions
References
CHAPTER-3: DIFFERENT METHODS OF DESIGN OF TRANSITION IN HYDRAULIC STRUCTURES
3.1 Introduction
3.2 Design of Contracting Transition In Sub-Critical Flow
3.3 Design of Expanding Transition in Sub-Critical Flow
3.4 Design of Transition from Sub-Critical to Super-Critical Flow
3.5 Design of Super-Critical Flow Transition
3.6 Design of Transition in Closed Conduit Under Pressure Flow
References
Chapter-4: APPURTENANCES FOR ECONOMIC AND EFFICIENT DESIGN OF TRANSITION STRUCTURES
4.1 Introduction
4.2classical Methods Of Boundary- Layer Flow Control In Sub-Critical Flow
4.3 Performance of Sub-Critical Expansion With Triangular Vanes
4.4 Use Of Bed Deflector For Cntrol Of Separation In Sub-Critical Expansion
4.5 Control of Separation with Adverse Slope to Floor of Sub-Critical Expansion
4.6 Transition From Super-Critical To Sub-Critical Flow With Forced Hydraulic Jump
4.7 Control Of Shock Waves In Super-Critical Transition
References
Chapter-5: ILLUSTRATIVE DESIGN OF FLOW TRANSITIONS IN HYDRAULIC STRUCTURES
5.1 Introduction
5.2 Design of Sub-Critical Transition for A Concrete Flume Illustrating Hind’s Method of Design 
5.3 Design of Sub-Critical Transition for An Aqueduct with Warped Type Hinds Inlet Transition and Straight Expansion with Adverse Bed Slope
5.4 Design of Sub-Critical Contracting Transition (assuming linear variation of mean velocity in contraction) and Provided with Triangular Vanes in Straight Expansion
5.5 DESIGN OF A CANAL DROP ILLUSTRATING DSIGN OF (a) INLET SUB-CRITICAL TRANSITION BY JAEGER METHOD (b) SUB-CRITICAL TO SUPER-CRITICAL TRNSITION WITH OGEE TYPE PROFILE AND (c) SUPER-CRITICAL TO SUB-CRITICAL TRANSITION IN A BASIN WITH DIVERGING SIDE-WALLS
5.6 DESIGN A STILLING BASIN OF USBR TYPE-III FOR AN OGEE-TYPE SPILLWAY
5.7 DESIGN OF SUPER-CRITICAL TRANSITION