An Activated Sludge And Secondary Clarifier System Is Shown Below For A Wastewater Treatment Plant In Addition To The I 1 (26.84 KiB) Viewed 59 times
An Activated Sludge And Secondary Clarifier System Is Shown Below For A Wastewater Treatment Plant In Addition To The I 2 (26.03 KiB) Viewed 59 times
An Activated Sludge And Secondary Clarifier System Is Shown Below For A Wastewater Treatment Plant In Addition To The I 3 (26.03 KiB) Viewed 59 times
An activated sludge and secondary clarifier system is shown below for a wastewater treatment plant. In addition to the information in the figure, the following apply: • Y = 0.96 mg TSS/mg BOD • Ks = 45 mg/L BODS • Hm = 3.2 d' • ku=0.05 d Q. X. 10 mg/L TSS Qin - 5 mgd S. = 350 mg/L BOD Dia - 70 ft; X: S Depth - 14 A Qin + ORAS V=0.8 Mgal; X = 3,000 mg/L TSS QWAS QRAS = 3 mgd: Xras = Xwas = 7,500 mg/L TSS mgd Qwas Overflow rate= 0.19 2079 SRT=0.- S- 1.63_days 11.8 mg/L BODS gpd/ft?
An activated sludge and secondary clarifier system is shown below for a wastewater treatment plant. In addition to the information in the figure, the following apply: • Y = 0.96 mg TSS/mg BODs • Ks = 45 mg/L BOD • Hm = 3.2 d' • ku=0.05 d Q: X=10 mg/L TSS Qin - 5 mgd So = 350 mg/L BODA Dia - 70 ft. X: S Depth - 14 A Qin+QRAS V=0.8 Mgal; X = 3,000 mg/L. TSS QwAS ORAS = 3 mgd; Xras Xwas = 7,500 mg/L TSS mgd Qwas Overflow rate= SRT = 0.- S- days mg/L BODS gpd/ft
Join a community of subject matter experts. Register for FREE to view solutions, replies, and use search function. Request answer by replying!