Curriculum
- 1 Section
- 47 Lessons
- Lifetime
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- Primera47
- 2.1Mod-1 Lec-2 Open Channel Hydraulic Part-1
- 2.2Mod-1 Lec-3 Open Channel Hydraulics Part -2
- 2.3Mod-1 Lec-4 Velocity and Pressure Distribution
- 2.4Mod-1 Lec-5 Practical use of velocity co-efficient in channel flow
- 2.5Mod-1 Lec-6 Conservation Principles & ioioGoverning Equations
- 2.6Mod-2 Lec-1 Uniform Flow
- 2.7Mod-2 Lec-2 Uniform Flow Formula
- 2.8Mod-2 Lec-3 Computation of Uniform Flow Part-1
- 2.9Mod-2 Lec-4 Computation of Uniform Flow Part-2
- 2.10Mod-2 Lec-5 Uniform Flow in Mobile Boundary Channel
- 2.11Mod-2 Lec-6 Incipient Motion Condition and Regime of Flow
- 2.12Mod-3 Lec-1 Concept of Specific Energy
- 2.13Mod-3 Lec-2 Computation of Critical Depth
- 2.14Mod-3 Lec-3 Specific Force, Critical Depth & Sequent Depth
- 2.15Mod-3 Lec-4 Non-uniform Flow: Gradually Varied Flow
- 2.16Mod-4 Lec-1 Classification of Gradually Varied Flow
- 2.17Mod-4 Lec-2 Characteristic of Gradually Varied Flow
- 2.18Mod-4 Lec-3 Characteristic of gradually varied flow and its computation
- 2.19Mod-4 Lec-4 Gradually Varied Flow & its Computation
- 2.20Mod-4 Lec-5 Computation of Gradually Varied Flow
- 2.21mod04lec06-Gradually Varied Flow: Numerical Methods and Problem Solving
- 2.22Mod-4 Lec-7 Rapidly Varied Flow: Hydraulic Jump
- 2.23Mod-5 Lec-1 Hydraulic Jump
- 2.24Mod-5 Lec-2 Flow Over Hump and Channel Contraction
- 2.25Mod-5 Lec-3 Canal Design-1
- 2.26Mod-6 Lec-1 Canal Design-2
- 2.27Mod-6 Lec-2 Design of Alluvial Channel
- 2.28Mod-6 Lec-3 Design of Alluvial Channel-2
- 2.29Mod-6 Lec-4 Design of Alluvial Channel-3
- 2.30Mod-6 Lec-5 Unsteady Flow: Waves and its Classification
- 2.31Mod07 Lec 01 – Unsteady Flow Part – 2
- 2.32Mod-7 Lec-2 Unsteady Flow Part-3
- 2.33Mod-8 Lec-1 Pipe Flow: Friction Loss
- 2.34Mod-8 Lec-2 Pipe Flow: Losses in Pipes
- 2.35Mod-8 Lec-3 Pipe in Series & Parallel
- 2.36Mod-8 Lec-4 Pipe Network Analysis
- 2.37Mod-8 Lec-5 Water Hammer & Surge Tank
- 2.38Mod-9 Lec-1 Pipe Flow: Friction Loss
- 2.39Mod-9 Lec-2 Pipe Flow: Losses in Pipe
- 2.40Mod-1 Lec-2 Open Channel Hydraulic Part-1
- 2.41Mod-1 Lec-3 Open Channel Hydraulics Part -2
- 2.42Mod-1 Lec-4 Velocity and Pressure Distribution
- 2.43Mod-1 Lec-6 Conservation Principles & ioioGoverning Equations
- 2.44Mod-3 Lec-3 Specific Force, Critical Depth & Sequent Depth
- 2.45Mod-4 Lec-4 Gradually Varied Flow & its Computation
- 2.46Mod-8 Lec-3 Pipe in Series & Parallel
- 2.47Mod-8 Lec-5 Water Hammer & Surge Tank
