Fluid Mechanics: Dynamics, Pipe Flow & Analysis (Part 2)
Last updated 5/2025
MP4 | Video: h264, 1280x720 | Audio: AAC, 44.1 KHz
Language: English | Size: 1.17 GB | Duration: 3h 1m
Last updated 5/2025
MP4 | Video: h264, 1280x720 | Audio: AAC, 44.1 KHz
Language: English | Size: 1.17 GB | Duration: 3h 1m
Euler’s Equation, Bernoulli’s Principle, Head Loss, Major & Minor Losses, Dimensional Analysis
What you'll learn
Apply fluid dynamics principles such as Euler’s and Bernoulli’s equations to analyze fluid motion and energy conservation in systems.
Calculate major and minor head losses in pipe flow using Darcy-Weisbach, Chezy’s equations, and loss coefficients for fittings, bends, and obstructions
Analyze complex piping systems, including series, parallel, and equivalent pipe configurations, and interpret Total Energy and Hydraulic Gradient Lines.
Perform dimensional analysis using Rayleigh’s method and Buckingham π-theorem, and apply similitude and model laws to predict fluid behavior in scaled models.
Requirements
You will learn everything you need to know
Description
This course builds upon fundamental fluid mechanics to explore the dynamic behavior of fluids and the principles governing flow through pipes. It begins with an introduction to fluid dynamics, focusing on Euler’s and Bernoulli’s equations to analyze energy conservation and motion in fluid systems. Practical examples are included to solidify understanding of these core concepts.Students will then delve into the analysis of energy losses during fluid flow through pipes, a critical aspect of engineering system design. Major losses due to pipe friction are examined using the Darcy-Weisbach and Chezy equations, while minor losses caused by pipe fittings, bends, valves, sudden expansions or contractions, and obstructions are explored in depth. Real-world case studies and examples are used to demonstrate the impact of both major and minor losses on system performance.The course also introduces the concept of flow in series and parallel pipes, equivalent pipe systems, and the interpretation of Total Energy Lines (TEL) and Hydraulic Gradient Lines (HGL), helping students to visualize and evaluate flow behavior in complex networks.In the final module, students are introduced to dimensional analysis and model studies — essential tools for predicting fluid behavior without extensive experimentation. Key topics include dimensional homogeneity, significant dimensionless numbers (like Reynolds and Froude numbers), and the application of Rayleigh’s method and Buckingham’s π-theorem. Students will also learn about similitude and model laws, enabling the creation of scalable models for engineering applications.By the end of this course, students will be equipped with the analytical tools to solve complex fluid flow problems, optimize pipe system design, and apply modeling techniques to real-world fluid dynamics scenarios. The course emphasizes both theoretical foundations and hands-on problem-solving through practical examples.
Overview
Section 1: Concepts of Fluid Dynamics and Pipe Flow in detail
Lecture 1 Introduction: Fluid Dynamics
Lecture 2 Euler’s Equation of Motion
Lecture 3 Example 1: Based on Bernoulli's Equation
Lecture 4 Example 2: Based on Bernoulli's Equation
Lecture 5 Example 3: Based on Bernoulli's Equation
Lecture 6 Darcy-equation for head loss due to friction in pipes
Lecture 7 Chezy equation for frictional head loss in pipes
Lecture 8 Example: Based on Major Head Loss (Darcy and Chezy's Formula)
Section 2: Detail Analysis of Major and Minor losses during fluid flow through pipes
Lecture 9 Flow through pipes with losses (Major & Minor)
Lecture 0 Head loss due to sudden enlargement
Lecture 10 Head loss due to sudden contraction
Lecture 11 Head loss at inlet/entrance of pipe
Lecture 12 Head loss due to obstruction in pipe
Lecture 13 Example: Based on Head loss due to sudden obstruction
Lecture 14 Head loss due to bend in pipe
Lecture 15 Head loss due to different pipe fittings
Lecture 16 Example: Based on with and without Minor Losses
Lecture 17 Flow through pipes in series/compound pipes
Lecture 18 Flow through parallel pipes
Lecture 19 Example: Based on Flow through Parallel Pipes
Lecture 20 Equivalent pipe
Lecture 21 Example: Based on Equivalent Pipe
Lecture 22 Total Energy Line and Hydraulic Gradient Line
Lecture 23 Example: Based on Total Energy Line and Hydraulic Gradient Line
Section 3: Dimensional Analysis and Modeling: Theory, Methods, and Applications
Lecture 24 Dimensional Analysis
Lecture 25 Dimensional Homogeneity
Lecture 26 Different forces exist in moving fluid
Lecture 27 Dimensionless Numbers
Lecture 28 Methods for Dimensional Analysis
Lecture 29 Rayleigh's Method
Lecture 30 Example 1: Based on Rayleigh's Method
Lecture 31 Example 2: Based on Rayleigh's Method
Lecture 32 Buckingham's π -theorem
Lecture 33 Example: Based on Buckingham's π -theorem
Lecture 34 Model analysis
Lecture 35 Simlitude
Lecture 36 Model laws
Lecture 37 Example 1: Based on Model Laws or Similarity Laws
This course is ideal for undergraduate engineering students, diploma holders, and early-career professionals in engineering seeking practical knowledge in fluid flow, pipe systems, and dimensional analysis.