A city of 5000 persons is to be served by a low rate trickling filter with a synthetic packing (K = 2.2 at 20 oC, n = 0.5). Pertinent data are: wastewater flow = 380 L/cap*d, BOD5 after primary sedimentation basin = 140 mg/L, BOD5 after final sedimentation basin = 20 mg/L, and filter bed depth = 2.5 m. The winter wastewater temperature is 15 o, Calculate the filter diameter (m).
A city of 5000 persons is to be served by a low rate trickling filter with a synthetic packing (K = 2.2 at 20 oC, n = 0.5). Pertinent data are: wastewater flow = 380 L/cap*d, BOD5 after primary sedimentation basin = 140 mg/L, BOD5 after final sedimentation basin = 20 mg/L, and filter bed depth = 2.5 m. The winter wastewater temperature is 15 o, Calculate the filter diameter (m).
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A city of 5000 persons is to be served by a low rate trickling filter with a synthetic packing (K = 2.2 at 20 oC, n = 0.5). Pertinent data are: wastewater flow = 380 L/cap*d, BOD5 after primary sedimentation basin = 140 mg/L, BOD5 after final sedimentation basin = 20 mg/L, and filter bed depth = 2.5 m. The winter wastewater temperature is 15 o, Calculate the filter diameter (m).
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