What you'll learn
After Completion of this Course, Students will get complete knowledge of hydraulics, based on syllabus of IoE and will be able to secure good score in IoE exam.
Course Curriculum
13 Sections • 279 Lectures
Free Preview Available: Watch "1. Syllabus and Marks distribution.mp4" before enrolling.
1. Syllabus and Marks distribution.mp4
Free Preview
00:05:23
1. Pipe flow (differences between pipe flow and open channel flow).mp4
Free Preview
00:13:16
2. Reynold's experiment and flow based on Reynold's number.mp4
00:08:48
3. Laminar flow in circular pipe (expression for shear stress).mp4
00:14:48
4. Laminar flow in circular pipe (velocity distribution).mp4
00:08:56
5. Relation between average velocity and maximum velocity.mp4
00:09:10
6. Laminar flow in circular pipe (head loss).mp4
00:07:35
7. Numerical 1 (laminar flow).mp4
00:24:04
8. Numerical 2 (laminar flow).mp4
00:19:41
9. K.E. and momentum correction factors.mp4
00:07:27
10. Calculation of K.E. and momentum correction factors for laminar flow.mp4
00:10:36
11. Turbulent flow (basic features).mp4
00:09:32
12. Shear stress development in turbulent flow.mp4
00:05:44
13. Boussinesq theory of turbulence.mp4
00:04:38
14. Reynold's principle of turbulence.mp4
00:05:37
15. Prandtl's mixing length theory.mp4
00:08:37
16. Velocity distribution for turbulent flow (Prandtl's universal velocity distribution, applicable for both smooth and rough pipe).mp4
00:12:53
17. Analysis of velocity distribution in turbulent flow.mp4
00:08:27
18. Hydrodynamically smooth and rough pipe.mp4
00:07:18
19. Velocity distribution equation for turbulent flow in smooth pipe.mp4
00:13:09
20. Velocity distribution equation for turbulent flow inrough pipe.mp4
00:04:47
21. Velocity distribution equation in terms of mean velocity.mp4
00:09:13
22. Relation between velocity at any point and average velocity, location of average velocity.mp4
00:08:51
23. Darcy-Weisbach equation.mp4
00:17:15
24. Resistance to flow of fluid in smooth and rough pipes.mp4
00:24:15
25. Numerical 1 (Turbulent flow).mp4
00:16:05
26. Numerical 2 (Turbulent flow).mp4
00:10:06
27. Numerical 3 (Turbulent flow).mp4
00:10:33
28. Numerical 4 (Turbulent flow, concept of hydraulic radius).mp4
00:15:30
29. Numerical 5 (Turbulent flow).mp4
00:13:55
30. Energy losses in pipe.mp4
00:05:56
31. Loss of head due to sudden enlargement of pipe.mp4
00:08:24
32. Head loss due to sudden contraction of pipe.mp4
00:07:37
33. Other types of minor losses.mp4
00:05:29
34. HGL and TEL.mp4
00:09:58
35. Numerical (minor losses).mp4
00:11:55
36. Numerical (HGL and TEL).mp4
00:25:15
1. Three categories of pipe flow problems.mp4
00:07:07
2. Category 1 (procedure to solve).mp4
00:03:32
3. Numerical (Category 1).mp4
00:06:39
4. Category 2 (procedure for solving).mp4
00:05:09
5. Numerical 2 (Category 2).mp4
00:11:07
6. Numerical 4 (Category 2).mp4
00:08:01
7. Category 3 (procedure for solving).mp4
00:04:27
8. Numerical 4 (Category 3).mp4
00:10:27
9. Numerical 5 (Category 3).mp4
00:09:28
10. Pipes in series and parallel, Concept of equivalent pipe, Dupuit's equation.mp4
00:14:52
11. Numerical 6 (Pipes in series and parallel).mp4
00:07:58
12. Numerical 7 (Pipes in series and parallel).mp4
00:10:37
13. Numerical 8 (Pipes in series and parallel).mp4
00:10:16
14. Numerical 9 (Pipes in series and parallel, 2075 Baiisakh).mp4
00:13:09
15. Siphon and its application (intro).mp4
00:08:01
16. Characteristic parameters of siphon.mp4
00:15:54
17. Numerical 10 (siphon).mp4
00:08:03
18. Numerical 11 (siphon).mp4
00:08:01
1. Introduction.mp4
00:12:23
2. Procedure for solving Type 1- Problem (3 reservoir problem).mp4
00:08:10
3. Numerical (Type 1).mp4
00:10:59
4. Procedure for solving Type 2-Problem (3 reservoir problem).mp4
00:08:51
5. Numerical 2 (Type 2).mp4
00:16:40
6. Procedure for solving Type 3-Problem (3 reservoir problem).mp4
00:11:29
7. Numerical 3 (Type 3).mp4
00:27:29
8. Numerical 4 (3 reservoir problem. 2073 Magh).mp4
00:15:50
9. Numerical 5 (3 reservoir problem, 2073 Bhadra, 2076 Baisakh).mp4
00:16:59
10. Introduction to pipe network problem.mp4
00:09:47
11. Hardy Cross Method.mp4
00:13:12
12. Numerical 6 (Pipe network problem).mp4
00:19:57
13. Numerical 7 (Pipe network problem).mp4
00:32:42
14. Numerical 8 (Pipe network problem, 2071 Bhadra).mp4
00:14:30
15 Numerical 9 (Pipe network problem, 2072 Magh).mp4
00:25:04
1. Introduction_1.mp4
00:06:18
2. Equation of motion (unsteady flow).mp4
00:15:39
3. Analysis of Euler's equation.mp4
00:14:54
4. Numerical 1 (Analysis of Euler's equation).mp4
00:15:53
5. Numerical 2 (Analysis of Euler's equation).mp4
00:18:17
6. Numerical 3 (Analysis of Euler's equation).mp4
00:10:10
7. Numerical 4 (Analysis of Euler's equation).mp4
00:08:18
8. Continuity equation (unsteady flow).mp4
00:11:21
9. Water hammer and its effects.mp4
00:13:17
10. Evolution of hydraulic transient waves.mp4
00:13:26
11. Time history of water hammer pressure wave.mp4
00:10:08
12. Pressure rise due to gradual closure of valve.mp4
00:07:10
13. Pressure rise due to sudden closure of valve (rigid pipes).mp4
00:06:04
14. Pressure rise due to sudden closure of valve (elastic pipes).mp4
00:11:35
15. Numerical 5 (Pressure rise due to evolution of hydraulic transient waves).mp4
00:08:04
16. Numerical 6 (Pressure rise due to evolution of transient waves).mp4
00:09:14
17. Numerical 7 (Pressure rise due to evolution of transient waves).mp4
00:25:32
18. Numerical 8 (Time history of water hammer pressure wave).mp4
00:21:37
19. Relief devices against action of water hammer (surge tank).mp4
00:08:39
1. Introduction.mp4
00:11:13
2. Types of Open Channel.mp4
00:08:22
3. Geometric properties of channel section.mp4
00:08:08
4. Classification of open channel flow.mp4
00:09:41
5. Exam questions.mp4
00:05:25
1. Condition for uniform flow.mp4
00:06:50
2. Expression for shear stress acting on the channel boundary.mp4
00:07:14
3. Uniform flow formula.mp4
00:05:26
4. Factors affecting Manning's n.mp4
00:07:34
5. Velocity Distribution.mp4
00:12:00
6. Some terms in uniform flow computation.mp4
00:13:04
7. Solution of uniform flow problems.mp4
00:06:53
8. Numerical 1 (Uniform flow).mp4
00:16:14
9. Numerical 2 (Uniform flow).mp4
00:04:41
10. Numerical 3 (Uniform flow).mp4
00:08:36
11. Most efficient channel section condition.mp4
00:03:57
12. Most efficient rectangular channel.mp4
00:05:11
13. Numerical 4 (most economic rectangular channel).mp4
00:09:39
14. Most efficient triangular channel.mp4
00:07:05
15. Numerical 5 (most economic triangular channel).mp4
00:05:55
16. Most efficient trapezoidal channel.mp4
00:16:06
17. Numerical 6 (most economic trapezoidal channel).mp4
00:08:44
18. Numerical 6 (most efficient trapezoidal section).mp4
00:08:43
19. Numerical 7 (Trapezoidal section, 2073 Bhadra).mp4
00:08:38
20. Most efficient circular channel (condition for maximum velocity).mp4
00:15:10
21. Most efficient circular channel section (condition for maximum discharge).mp4
00:12:30
22. Numerical 8 (most economic circular channel section).mp4
00:08:43
23. Numerical 7 (Circular channel section, 2074 Bhadra).mp4
00:10:18
28. Conjugate depths and relation between them, related question.mp4
00:08:34
1. Specific energy.mp4
00:09:15
2. Specific energy curve, condition for critical flow.mp4
00:13:46
3. Specific energy, critical depth for rectangular channel.mp4
00:07:04
4. Numerical 1 (rectangular channel).mp4
00:10:36
5. Numerical 2 (rectangular channel).mp4
00:05:11
6. Numerical 3 (rectangular channel).mp4
00:08:53
7. Numerical 4 (rectangular channel, 2068 Magh).mp4
00:04:39
8. Specific energy, critical depth for triangular channel.mp4
00:06:20
9. Numerical 5 (triangular channel).mp4
00:07:24
10. Specific energy, critical depth for trapezoidal channel.mp4
00:06:54
11. Numerical 6 (Trapezoidal channel).mp4
00:12:02
12. Numerical 7 (Trapezoidal channel).mp4
00:09:10
13. Discharge-depth curve for a given specific energy.mp4
00:07:35
14. Maximum discharge for a rectangular channel section.mp4
00:06:33
15. Critical flow and its computation.mp4
00:09:14
16. Section factor and Hydraulic exponent during critical flow computation.mp4
00:06:50
17. Occurence of critical depth.mp4
00:10:15
18. Numerical 8 (Critical flow computation).mp4
00:29:16
19. Application of energy principle and critical depth concept.mp4
00:14:40
20. Numerical 9 (Provision of hump).mp4
00:14:27
21. Numerical 10 (Provision of hump).mp4
00:09:43
22. Numerical 11 (2076 Baisakh).mp4
00:15:00
23. Numerical 12(Channel with contraction of width).mp4
00:17:22
24. Numerical 12 (channel transition, both in cross section and bed slope).mp4
00:12:37
25. Numerical 13 (channel transition, 2074 Bhadra).mp4
00:09:04
26. Momentum principle in open channel flow.mp4
00:08:27
27. Specific force, Specific force curve and condition for critical flow.mp4
00:12:35
29. Question based on relation between conjugate depth(2076 Baisakh).mp4
00:06:25
1. Introduction.mp4
00:08:35
1. Introduction.mp4
00:08:35
2. Differential equation for the GVF.mp4
00:10:47
2. Differential equation for the GVF.mp4
00:10:47
3. Modified forms of GVF equations.mp4
00:10:57
3. Modified forms of GVF equations.mp4
00:10:57
4. Classification of flow surface profiles.mp4
00:14:02
4. Classification of flow surface profiles.mp4
00:14:02
5. Characteristics and analysis of flow profiles.mp4
00:09:58
5. Characteristics and analysis of flow profiles.mp4
00:09:58
6. Mild slope profile (M1, M2 and M3).mp4
00:15:35
6. Mild slope profile (M1, M2 and M3).mp4
00:15:35
7. Profiles in steep slope (S1, S2 and S3).mp4
00:18:32
7. Profiles in steep slope (S1, S2 and S3).mp4
00:18:32
8. Profiles in critical slope (C1 and C3).mp4
00:09:21
8. Profiles in critical slope (C1 and C3).mp4
00:09:21
9. Profiles in horizontal and adverse slopes (H2, H3, A2 and A3).mp4
00:08:07
9. Profiles in horizontal and adverse slopes (H2, H3, A2 and A3).mp4
00:08:07
10. Analysis of flow profile (break in grades).mp4
00:17:27
10. Analysis of flow profile (break in grades).mp4
00:17:27
11. Numerical (Analysis of flow in GVF).mp4
00:16:40
11. Numerical (Analysis of flow in GVF).mp4
00:16:40
12. Direct step method.mp4
00:11:49
12. Direct step method.mp4
00:11:49
13. Numerical (Direct step method).mp4
00:26:23
13. Numerical (Direct step method).mp4
00:26:23
14. Numerical (Direct step method).mp4
00:18:02
14. Numerical (Direct step method).mp4
00:18:02
15. Standard step method.mp4
00:12:01
15. Standard step method.mp4
00:12:01
16. Numerical (Standard step method).mp4
00:16:34
16. Numerical (Standard step method).mp4
00:16:34
17. Graphical integration method.mp4
00:06:22
17. Graphical integration method.mp4
00:06:22
18. Direct integration method.mp4
00:13:30
18. Direct integration method.mp4
00:13:30
19. Numerical (Direct integration method).mp4
00:19:40
19. Numerical (Direct integration method).mp4
00:19:40
20. Bresse's method.mp4
00:07:58
20. Bresse's method.mp4
00:07:58
21. Numerical (Bresse's method).mp4
00:15:27
21. Numerical (Bresse's method).mp4
00:15:27
1. Introduction.mp4
00:07:37
2. Hydraulic jump phenomenon.mp4
00:05:33
3. Relationship between sequent depths.mp4
00:14:06
4. Energy loss in hydraulic jump.mp4
00:08:38
5. Length, height and efficiency of jump.mp4
00:03:43
6. Classification of the hydraulic jump.mp4
00:13:21
7. Relation between Fr1 and Fr2.mp4
00:05:50
8. Numerical 1.mp4
00:15:54
9. Numerical 2.mp4
00:11:26
10. Numerical 3 (2073 Bhadra).mp4
00:07:51
11. Numerical 4.mp4
00:12:35
12. Numerical 5.mp4
00:12:33
1. Introduction to rigid and mobile boundary channel.mp4
00:05:42
2. Design principle of rigid boundary channel (minimum permissible velocity approach).mp4
00:06:30
3. Example (Minimum permissible velocity approach).mp4
00:06:49
4. Definition of alluvial channel, shear stress distribution on channel boundary, incipient motion condition.mp4
00:07:45
5. Design of mobile boundary channel (maximum permissible velocity approach).mp4
00:08:28
6. Numerical example (Maximum permissible velocity method).mp4
00:06:55
7. Tractive force method (distribution of tractive force).mp4
00:09:57
8 Tractive force ratio.mp4
00:12:56
9. Shield's tractive force theory.mp4
00:14:16
10. Numerical (Shield's tractive force theory).mp4
00:06:05
11. Design steps of channel by tractive force method.mp4
00:03:38
12. Numerical (Tractive force method).mp4
00:13:00
13. Design with regime approach (Kennedy's silt theory and Lindley's regime theory).mp4
00:08:14
14. Lacey's regime theory (design steps).mp4
00:06:32
15. Numerical (Lacey's regime approach).mp4
00:06:46
16. Numerical (2068 Bhadra, similar question in 2076 baisakh).mp4
00:10:55
17. Numerical (2068 magh, 2071 magh).mp4
00:06:23
18. Formation of river beds based on shear stress.mp4
00:10:41
1. Chapter 7 (determination of upstream and downstream depth when there is hump in the downstream).mp4
00:28:44
2. Chapter 8 (calculation of normal depth and critical depth in wide rectangular channel).mp4
00:11:46
3. Chapter 8 (determination of normal depth in trapezoidal channel).mp4
00:23:11
4. Chapter 9 (calculation of sequent depths and energy loss during hydraulic jump).mp4
00:11:49
2075 Bhadra|1. Q. No. 1.a.mp4
00:07:14
2075 Bhadra|2. Q. No. 1.b.mp4
00:09:53
2075 Bhadra|3. Q. No. 2.a.mp4
00:06:44
2075 Bhadra|4. Q. No.2.b.mp4
00:28:52
2075 Bhadra|5. Q. No. 3.a.mp4
00:15:47
2075 Bhadra|6. Q. No. 3.b.mp4
00:07:54
2075 Bhadra|7. Q. No. 4.a.mp4
00:12:44
2075 Bhadra|8. Q. No.4.b.mp4
00:04:12
2075 Bhadra|9.1 Q. No. 4.c.mp4
00:10:13
2075 Bhadra|10. Q. No. 5.a.mp4
00:06:47
2075 Bhadra|11. Q. No. 5.b.mp4
00:08:48
2076 Baisakh|1. Q. No. 1.a.mp4
00:17:10
2076 Baisakh|2. Q. No. 1.b.mp4
00:13:49
2076 Baisakh|3. Q. No. 2.a.mp4
00:14:03
2076 Baisakh|4. Q. No. 2.b.mp4
00:10:32
2076 Baisakh|5. Q. No. 3.a.mp4
00:08:15
2076 Baisakh|6. Q. No. 3.b.mp4
00:05:12
2076 Baisakh|7. Q. No. 3.c.mp4
00:17:59
2076 Baisakh|8. Q. No. 4.a.mp4
00:09:51
2076 Baisakh|9. Q. No. 4.b.mp4
00:13:42
2076 Baisakh|10. Q. No. 5.a.mp4
00:10:56
2076 Baisakh|11. Q. No. 5.b.mp4
00:14:26
2076 Bhadra|1. Q. No. 1.a.mp4
00:15:08
2076 Bhadra|2. Q. No. 1.b.mp4
00:09:37
2076 Bhadra|3. Q. No. 1.c.mp4
00:09:05
2076 Bhadra|4. Q. No. 2.a.mp4
00:28:40
2076 Bhadra|5. Q. No. 2.b.mp4
00:10:09
2076 Bhadra|6. Q. No. 3.a.mp4
00:05:32
2076 Bhadra|7. Q. No. 3.b.mp4
00:05:09
2076 Bhadra|8. Q. No. 3.c.mp4
00:08:29
2076 Bhadra|9. Q. No. 4.a.mp4
00:05:54
2076 Bhadra|10. Q. No. 4.b.mp4
00:09:05
2076 Bhadra|11. Q. No. 4.c.mp4
00:03:36
2076 Bhadra|12. Q, No. 5.a.mp4
00:14:37
2076 Bhadra|13. Q. No. 5.b.mp4
00:09:39
2077 Poush|1. Q. No. 1.a.mp4
00:24:11
2077 Poush|2. Q. No. 1.b.mp4
00:11:28
2077 Poush|3. Q. No. 2.a.mp4
00:14:51
2077 Poush|4. Q. No. 2.b.mp4
00:07:56
2077 Poush|5. Q. No. 3.a.mp4
00:12:03
2077 Poush|6. Q. No. 3.b.mp4
00:03:50
2077 Poush|7. Q. No. 3.c.mp4
00:11:07
2077 Poush|8. Q. No. 4.a.mp4
00:13:48
2077 Poush|9. Q. No. 4.b.mp4
00:12:54
2077 Poush|10. Q. No. 5.a.mp4
00:13:50
2077 Poush|11. Q. No. 5.b.mp4
00:10:17
2078 Baisakh|1. Q. No. 1.a.mp4
00:14:55
2078 Baisakh|2. Q. No. 1.b.mp4
00:06:03
2078 Baisakh|3. Q. No. 2.a.mp4
00:13:08
2078 Baisakh|4. Q. No. 2.b.mp4
00:13:05
2078 Baisakh|5. Q. No. 3.a.mp4
00:02:53
2078 Baisakh|6. Q. No. 3.b.mp4
00:14:51
2078 Baisakh|7. Q. No. 3.c.mp4
00:07:54
2078 Baisakh|8. Q. No. 4.a.mp4
00:10:22
2078 Baisakh|9. Q. No. 4.b.mp4
00:22:17
2078 Baisakh|10. Q. No. 5.a.mp4
00:24:58
2078 Baisakh|11. Q. No. 5.b.mp4
00:16:10
Requirements
- Students are required to have knowledge of Hydraulics, based on syllabus of IoE
Course Description
The videos herein are strictly based on syllabus of Institute of Engineering Tribhuvan University, Nepal promoting "e-Learning in Nepal" and are made with intention to provide guidance to the "Bachelor in Engineering(BE) appearing students", for securing good results. The course tries to cover all the basics of Hydraulics. This course also comprises also have the solution of most frequently asked questions in final exam of BE with numerical. We strongly believe that, viewers will be benefited from these videos and the thirst of curiosity of viewers will be quenched! Feedbacks and suggestion to improve are always welcome and highly appreciated!
Instructor
M
Mero School Academic Team
Senior Academic Instructor • Mero School E-Learning
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- Verified Certificate of completion
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