Ineffective flow area - Kleinschmidt

This topic has 1 reply, 627 voices, and was last updated 9 years, 7 months ago by cuba28.

Viewing 2 posts - 1 through 2 (of 2 total)

Author

Posts
May 3, 2015 at 5:40 pm #5788

cuba28
Participant

Hello,

I would like to know please, how do we define the position of ineffective flow areas around a bridge ? Could anyone help me please ?

Regards

May 4, 2015 at 6:46 am #9300

cameron
Participant

There is good information on this in the user’s manual. In general, most people use 1:1 contraction upstream and 2:1 or 3:1 expansion downstream from the bridge opening, but it can change depending on the structure.
Author

Posts

Viewing 2 posts - 1 through 2 (of 2 total)

You must be logged in to reply to this topic.