Curriculum
- 1 Section
- 38 Lessons
- 10 Weeks
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- Hydraulics38
- 2.1Lec-1 Introduction to Hydraulics
- 2.2Lec-2 Open Channel Hydraulic Part- 1
- 2.3Lec-3 Open Channel Hydraulics Part -2
- 2.4Lec-4 Velocity and Pressure Distribution
- 2.5Lec 5 – Practical Use Of Velocity Co-Efficient In Channel Flow
- 2.6Lec 6 – Conservation Principles & ioioGoverning Equations
- 2.7Lec 7 – Uniform Flow
- 2.8Lec 8 – Uniform Flow Formula
- 2.9Lec-9 Computation of Uniform Flow Part-2
- 2.10Lec 10 – Computation of Uniform Flow Part – 2
- 2.11Lec 11 – Uniform Flow in Mobile Boundary Channel
- 2.12Lec 12 – Incipient Motion Condition and Regime of Flow
- 2.13Lec 13 – Concept of Specific Energy
- 2.14Lec 14 – Computation of Critical Depth
- 2.15Lec 15 – Specific Force, Critical Depth & Sequent Depth
- 2.16Lec 16 – Non-uniform Flow: Gradually Varied Flow
- 2.17Lec 17 – Classification of Gradually Varied Flow
- 2.18Lec 18 – Characteristic of Gradually Varied Flow
- 2.19Lec 19 – Characteristic of Gradually Varied Flow & its Computation
- 2.20Lec 20 – Computation of Gradually Varied Flow
- 2.21Lec 23 – Hydraulic Jump
- 2.22Lec 24 – Flow Over Hump and Channel Contraction
- 2.23Lec 25 – Canal Design – 1
- 2.24Lec 26 – Canal Design – 2
- 2.25Lec 27 – Design of Alluvial Channel – 1
- 2.26Lec 28 – Design of Alluvial Channel – 2
- 2.27Lec 29 – Design of Alluvial Channel – 3
- 2.28Lec 30 – Unsteady Flow Part- 1
- 2.29Lec 31- Unsteady Flow Part – 2
- 2.30Lec 32 – Unsteady Flow Part – 3
- 2.31Lec 33 – Pipe Flow: Friction Loss Part- 1
- 2.32Lec 34 – Pipe Flow: Friction Loss Part- 2
- 2.33Lec 35 – Pipe Flow: Losses in Pipes Part- 1
- 2.34Lec 36 – Pipe Flow: Losses in Pipe Part- 2
- 2.35Lec 37 – Pipe in Series & Parallel
- 2.36Lec 38 – Pipe Network Analysis
- 2.37Lec 39 – Water Hammer & Surge Tank
- 2.38Lec 40 – Gradually Varied Flow & its Computation