sorry, at 00:37:36, isnt the expression of time wrong? cycle time = 2L/a right? it should be closure time less than 2L/a - Rapid Close. if closure time greater than 2L/a - Slow Close? sorry if I were wrong
Is there any possibility of separation at closure point or water continuity will be maintained with low pressure during to and fro motion of water ? Thanks in advance please.
awesome video sir....never understood water hammer so better
Im unable to understand #Dis point and # Dat point (in d whole video)
Thank you so much sir 🙏🙏
sorry, at 00:37:36, isnt the expression of time wrong? cycle time = 2L/a right? it should be
closure time less than 2L/a - Rapid Close. if closure time greater than 2L/a - Slow Close? sorry if I were wrong
U r correct, i guess
thank you very much that was really helpful :)
sorry again, at 00:42:13, head = [pLA(V*aL)]/wA. w represent by specific gravity, w=pg, Thus h should be aV/g right?
Is there any possibility of separation at closure point or water continuity will be maintained with low pressure during to and fro motion of water ? Thanks in advance please.
Here is only about water hammer and where is about surge tank?
please upload a clear video. thanks
worst video by nptel.. very immature faculty