Design a proportional weir for velocity controlled in the bar-screen chamber. The screen chamber is 1.80 m wide and the depth of flow downstream of the bars is 1.30 cm when the peak design flow of 1.35 m3/s is passing through the chamber. The crest of the weir is at the bottom of the chamber. The proportional weir is located at the edge of the wet well so that there is a free fall into the wet well.
Design a proportional weir for velocity controlled in the bar-screen chamber. The screen chamber is 1.80 m wide and the depth of flow downstream of the bars is 1.30 cm when the peak design flow of 1.35 m3/s is passing through the chamber. The crest of the weir is at the bottom of the chamber. The proportional weir is located at the edge of the wet well so that there is a free fall into the wet well.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Design a proportional weir for velocity controlled in the bar-screen chamber. The screen chamber is 1.80 m wide and the depth of flow downstream of the bars is 1.30 cm when the peak design flow of 1.35 m3/s is passing through the chamber. The crest of the weir is at the bottom of the chamber. The proportional weir is located at the edge of the wet well so that there is a free fall into the wet well.
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