Design a single grit chamber utilizing a proportional flow weir for the following flows: 2max=4000 m³/day, avg = 1500 m³/day, Qmin = 500 m³/day. The horizontal velocity is to be 250 mm/s and the maximum depth of flow 0.5 m. Determine the depth at average and minimum flow and dimension the weir plate. How long should the channel be?
Design a single grit chamber utilizing a proportional flow weir for the following flows: 2max=4000 m³/day, avg = 1500 m³/day, Qmin = 500 m³/day. The horizontal velocity is to be 250 mm/s and the maximum depth of flow 0.5 m. Determine the depth at average and minimum flow and dimension the weir plate. How long should the channel be?
Chapter2: Loads On Structures
Section: Chapter Questions
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Transcribed Image Text:Design a single grit chamber utilizing a proportional flow weir for the following flows:
max=4000 m³/day, Qavg = 1500 m³/day, Qmin = 500 m³/day. The horizontal velocity is to be
250 mm/s and the maximum depth of flow 0.5 m. Determine the depth at average and minimum flow
and dimension the weir plate. How long should the channel be?
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