- 61
- 98 048
Athul Mangalath Madhu
Приєднався 24 лют 2020
Conceptual Videos of Fluid Mechanics-II and Design of Hydraulic Structures as per the syllabus of APJ Abdul Kalam Technological University.
Відео
049_FM-2_Centrifugal Pump:Minimum Speed, Specific Speed and Cavitation
Переглядів 2774 роки тому
Module 2
001_DHS- Forces Acting on Dam-Part-1
Переглядів 2,1 тис.4 роки тому
001_DHS- Forces Acting on Dam-Part-1
033_FM-2_Numerical_on_Impact_on_Curved_Moving_Vane-Part-1
Переглядів 1284 роки тому
033_FM-2_Numerical_on_Impact_on_Curved_Moving_Vane-Part-1
037_FM-2_Turbines Introduction- Part-2
Переглядів 1494 роки тому
037_FM-2_Turbines Introduction- Part-2
034_FM-2_Numerical on Impact on Curved Moving Vane -Part-2
Переглядів 1254 роки тому
034_FM-2_Numerical on Impact on Curved Moving Vane -Part-2
035_FM-2_Summary of Impact on Moving Curved Vane
Переглядів 1114 роки тому
035_FM-2_Summary of Impact on Moving Curved Vane
036_FM-2_Turbines Introduction - Part -1
Переглядів 1744 роки тому
036_FM-2_Turbines Introduction - Part -1
030_FM-2_Impact on Moving Curved Vane-3
Переглядів 2014 роки тому
030_FM-2_Impact on Moving Curved Vane-3
029_FM-2_Impact on curved Moving Vane-2
Переглядів 1794 роки тому
029_FM-2_Impact on curved Moving Vane-2
Lecture is of top notch but background music 😢😢
Hi, interesting video! Is there a way to contact you?
No need of music
👏👏
thanks for this lecture
o e mothata Prof
Good sir
Nice explain
Thankyou so much sir
Sir ,from which text book you are learning? Please reply sir, iam preparing for engineering services
S K Garg. All the best👍
@@AthulMMadhu thankyou
What is omega w ?
Angular velocity
No extra talk only pure explain
Thankyou so much sir
Your writing is so small, We are not see that what's you are writing
Thanks a lot sir
Nice explanation, continue the concept sir
great teaching skill sir❤❤❤
Excellent sir 🙏
♥️
Tq sir
Vw=?
whirl velocity
Nice explanation sir.. Thank you.🙏🙏
Very helpful
One of the best explanations I have found on Velocity Triangles for pumps, Thank you for the Video.
👍🏻
do numericals on this lecture
design the practical profile of a gravity dam of stone masonry, given the following data. R.L of base of dam =1450m, R.L of H.F.L =1480.5M, specific gravity of masonry of dam=2.4 safe compressive stress for masonry of dam=120 tonnes/m2 please give the answer
Thank you
Thank you
Excellent Explanation!Try to do few more videos!
well done
Thnq sir very good work
Indian please don't give any tuat
A sound yenduku ra
Orrryy video tiyadam telusa ra
Well said man, your lecture like i will not practise further
I have a question, can I have a telegram id?
Continue more lectures on spillway
Good lectures
Am watching this exactly( ...almost )a year after upload
Sprb explanation bro
Music is louder than it could be...kindly work on it...otherwise its an awesome lecture
You are very under rated broo
Too good
Awesome, only for tension criteria the reason to choose point M2 is that "to avoid no tension condition resultant should pass through middle third point"
Sir can u make a video on modes of failures in gravity dams
Thank u for the video u explained it very well 🙏
Music not required
Why it is right angle triangle.. why not equilateral... I mean other
bcoz ur not an engineer............when uh become an engineer take equilateral triangle obtuse angle acute angle isosceles triangle and see the result and after that came here and tell us why right angle is take ........................jokes apart nice question
@@physicsforum4725 lmao
It's similar to hydrostatic force profile
Awesome sir. Sir how can I calculate the critical density of dam material for stabilizing the dam?