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  1. steffeman

    Weir / restriction wall design in water flow

    Hello RCooper Sure appreciate your help. Even before reading your second post, I found something on the internet following your directions and looking for "flooded weir". There seems to be a "formula of Honma" which takes into account both upstream and downstream levels. For my situation this...
  2. steffeman

    Weir / restriction wall design in water flow

    Hello Hec Thanks for taking the time to respond. I have the formula's for the V-notch and even for the rectangular cut out overflow weir. When I got started with this, I also thought I just had to look up the formulas to apply, but it is more complicated. The formulas for the V-notch and the...
  3. steffeman

    Weir / restriction wall design in water flow

    I consulted the "oracle" and it gives loads of references to "flume design", most of them to commercial sites that can supply or desing a flume or have software to help you do it. What I could find in terms of theory behind it and formulas was not usefull because it all referred to specific...
  4. steffeman

    Weir / restriction wall design in water flow

    Hello there. I need to design a separation wall in a channel with water flowing through it. The purpose is to increase the velocity and at the same time create some level drop. The purpose is to improve the transport of light substances, floating on the water. I know from experiments that it...

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