Q1: Design a lowrate trickling filter for treating a municipal wastewater if the effluent BOD is 16.5 g/m³, influent BOD is 88 g/m³ and the flowrate of the sewage is 16.2 L/s. Take C=5.4, filter depth= 1.5m?
Q1: Design a lowrate trickling filter for treating a municipal wastewater if the effluent BOD is 16.5 g/m³, influent BOD is 88 g/m³ and the flowrate of the sewage is 16.2 L/s. Take C=5.4, filter depth= 1.5m?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Q1: Design a lowrate trickling filter for treating a municipal wastewater if the
effluent BOD is 16.5 g/m³ , influent BOD is 88 g/m³ and the flowrate of the
sewage is 16.2 L/s. Take C=5.4, filter depth= 1.5m?](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F7ed2d697-fdba-4c65-aa7c-7075b7f51c52%2Fe8155bfc-a337-4984-91b9-203aac6289ed%2F4kzhjcf_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q1: Design a lowrate trickling filter for treating a municipal wastewater if the
effluent BOD is 16.5 g/m³ , influent BOD is 88 g/m³ and the flowrate of the
sewage is 16.2 L/s. Take C=5.4, filter depth= 1.5m?
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