# Civil – Hydraulics

#### Management, Management and business

## Civil – Hydraulics

**48 Lessons**

- 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-3 Characteristic of gradually varied flow and its computation
- Mod-4 Lec-4 Gradually Varied Flow & its Computation
- Mod-4 Lec-5 Computation of Gradually Varied Flow
- mod04lec06-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
- Mod07 Lec 01 – Unsteady Flow Part – 2
- 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
- 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-6 Conservation Principles & ioioGoverning Equations
- Mod-3 Lec-3 Specific Force, Critical Depth & Sequent Depth
- Mod-4 Lec-4 Gradually Varied Flow & its Computation
- Mod-8 Lec-3 Pipe in Series & Parallel
- Mod-8 Lec-5 Water Hammer & Surge Tank

**Alluvial**

**analysis**

**and**

**boundary**

**canal**

**Channel**

**Channel-2**

**Channel-3**

**Characteristic**

**classification**

**co-efficient**

**computation**

**concept**

**condition**

**conservation**

**contraction**

**Critical**

**Critical Depth & Sequent Depth**

**Depth**

**design**

**Design-1**

**Design-2**

**distribution**

**Energy**

**equations**

**flow**

**formula**

**friction**

**gradually**

**Gradually Varied Flow: Numerical Methods and Problem Solving**

**hammer**

**Hump**

**hydraulic**

**hydraulics**

**in**

**Incipient**

**Introduction**

**ioioGoverning**

**It's**

**Jump**

**loss**

**losses**

**mobile**

**motion**

**network**

**Non-uniform**

**of**

**open**

**over**

**parallel**

**Part**

**part 1**

**part 2**

**part 3**

**pipe**

**pipes**

**Practical**

**pressure**

**principles**

**rapidly**

**Regime**

**series**

**specific**

**Specific Force**

**surge**

**Tank**

**to**

**uniform**

**unsteady**

**Unsteady Flow Part - 2**

**Use**

**varied**

**Velocity**

**water**

**waves**