Ineffective flow area - Kleinschmidt

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May 3, 2015 at 5:40 pm #5788

cuba28
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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.
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