Description: Hydraulics deals with the mechanical properties of liquids. It is the liquid version of pneumatics. Fluid mechanics provides the theoretical foundation for hydraulics, which focuses on the engineering uses of fluid properties.
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
