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Consider a wastewater with a rate of 40,000 m3 /day that flows along a 50-cm wide channel and passes through a vertical bar screen made
Consider a wastewater with a rate of 40,000 m3 /day that flows along a 50-cm wide channel and passes through a vertical bar screen made up of 12-mm diameter bars with clear spacing of 12 mm. The upstream channel velocity is 0.4 m/s. Calculate the head loss through (a) a clean bar screen, and (b) for a screen that is 40% clogged. Assume a discharge coefficient of 0.6 for the clogged screen.
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