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Mod- 1 Lec-1 Introduction to Hydraulics
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Civil Lectures
Mod- 1 Lec-1 Introduction to Hydraulics
Mod-1 Lec-2 Open Channel Hydraulic Part-1
Mod-1 Lec-3 Open Channel Hydraulics Part -2
Mod-1 Lec-4 Velocity and Pressure Distribution
Mod-1 Lec-5 Practical use of velocity co-efficient in channel flow
Mod-1 Lec-6 Conservation Principles & ioioGoverning Equations
Mod-2 Lec-1 Uniform Flow
Mod-2 Lec-2 Uniform Flow Formula
Mod-2 Lec-3 Computation of Uniform Flow Part-1
Mod-2 Lec-4 Computation of Uniform Flow Part-2
Mod-2 Lec-5 Uniform Flow in Mobile Boundary Channel
Mod-2 Lec-6 Incipient Motion Condition and Regime of Flow
Mod-3 Lec-1 Concept of Specific Energy
Mod-3 Lec-2 Computation of Critical Depth
Mod-3 Lec-3 Specific Force, Critical Depth & Sequent Depth
Mod-3 Lec-4 Non-uniform Flow: Gradually Varied Flow
Mod-4 Lec-1 Classification of Gradually Varied Flow
Mod-4 Lec-2 Characteristic of Gradually Varied Flow
Mod-4 Lec-4 Gradually Varied Flow & its Computation
Mod-4 Lec-5 Computation of Gradually Varied Flow
Mod-4 Lec-6 Gradually Varied Flow: Numerical Methods and Problem Solving
Mod-4 Lec-7 Rapidly Varied Flow: Hydraulic Jump
Mod-5 Lec-1 Hydraulic Jump
Mod-5 Lec-2 Flow Over Hump and Channel Contraction
Mod-5 Lec-3 Canal Design-1
Mod-6 Lec-1 Canal Design-2
Mod-6 Lec-2 Design of Alluvial Channel
Mod-6 Lec-3 Design of Alluvial Channel-2
Mod-6 Lec-4 Design of Alluvial Channel-3
Mod-6 Lec-5 Unsteady Flow: Waves and its Classification
Mod-7 Lec-2 Unsteady Flow Part-3
Mod-8 Lec-1 Pipe Flow: Friction Loss
Mod-8 Lec-2 Pipe Flow: Losses in Pipes
Mod-8 Lec-3 Pipe in Series & Parallel
Mod-8 Lec-4 Pipe Network Analysis
Mod-8 Lec-5 Water Hammer & Surge Tank
Mod-9 Lec-1 Pipe Flow: Friction Loss
Mod-9 Lec-2 Pipe Flow: Losses in Pipe
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