The discussion revolves around the concept of head loss in fluid dynamics, specifically focusing on the coefficient k when water is discharged from a pipe into a reservoir versus the atmosphere. Participants are exploring the implications of these scenarios on head loss calculations.
The discussion is ongoing, with some participants expressing confidence that k should remain 1 in both scenarios. However, there are questions about the clarity of previous answers, indicating a need for further exploration of the topic.
There is a language barrier noted by one participant, which may affect the clarity of communication and understanding within the discussion.
Greg's post is automated. It just bumps your thread back up to somewhere it is more likely to get noticed. He will not have seen your reply.foo9008 said:
Is the head loss due to water discahrged from pipe to reservoir same as head loss due to water discharged from pipe to atmosphere? The k is 1?haruspex said:
I thought I just answered that. What in my answer did you not understand?foo9008 said:
I am not native emglish speaker... Just to be sure, the k is. 1 when water discharged from pipe to atmosphere??haruspex said:
Yes.foo9008 said:
