7-25. A short distance downstream from the tannery in Problem 7-23, a glue factory and a municipal wastewater treatment plant also discharge into Cattaraugus Creek. The wastewater flows and ultimate BODs for these dis- charges are listed below. Determine the initial ultimate BOD after mixing of the creek and the three wastewater discharges. Source Glue factory Municipal WWTP Flow, m³/s Ultimate BOD, mg/L Temperature, °C 20 20 0.13 0.02 255 75

7-25. A short distance downstream from the tannery in Problem 7-23, a glue factory and a municipal wastewater treatment plant also discharge into Cattaraugus Creek. The wastewater flows and ultimate BODs for these dis- charges are listed below. Determine the initial ultimate BOD after mixing of the creek and the three wastewater discharges. Source Glue factory Municipal WWTP Flow, m³/s Ultimate BOD, mg/L Temperature, °C 20 20 0.13 0.02 255 75

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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