3. The flow to a 210,000-gallon oxidation ditch is 389,000 gpd. The BOD concentration of the wastewater is 218 mg/L. If the mixed liquor suspended solids concentration is 3250 mg/L, with a volatile solids content of 67%, what is the F/M ratio? (Round to the nearest hundredth.)
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- Plz, solve what you have been asked in this problem by giving detail information. Environmental Engineering-2 Determine the Aeration Basin Dimensions for a town of 30,000 population. Mixed Liquor Suspended Solids is 3000 mg/L. The BOD Loading rate is 0.48 kg/ (?3 –day), Sludge Volume Index is 100 mL/g; Return sludge is 40%; the concentration of BOD is 0.091 Kg/(Capita –day). Primary sedimentation tank remove 40% of BOD.A waste with a 5-day BOD (BOD)=200mg/L and k = 0.1 day¹ is discharged to a river at a rate of 1 m/s. The river has flow rate of 9 m/s and a background ultimate BOD (Lo) of 2 mg/L upstream of the discharge. (a) Calculate the ultimate BOD (Le) of the waste. (b) Furthermore, assuming instantaneous mixing after discharge, calculate Lo of the river water after it has received the waste. Ans.: (a) Ultimate BOD of wastewater = 508.3 mg/L, (b) Ultimate BOD of river water after discharge of waste-52.63 mg/L.For an activated sludge basin with a flow rate of 500 L/s if the influent BOD5 = 100 mg/L, the MLVSS = 3000 mg/L and the volume of the aeration basin = 766100 gallons Find the F/M ratio If the WAS X= 10000 mg/L, find the WAS flowrate (m3/d)
- what aerobic reactor volume and operating SRT are required to treat a 20 MGD domestic wastewater flow from an initial ultimate BOD= 300 mg/l to an effluent BOD=5mg/l assuming a complete mix activated sludge system? MLVSS= 3000 mg/l Y max = 0.5 k= 0.1 L/mg day first order degradation rate Ke = 0.1 day5 ml wastewater is added to a 333 ml BOD flask. The initial dissolved O2 concentration was 13 mg/l and final dissolved O2 concentration was 4 mg calculate the BOD?Read the question carefully and give me right solution according to the question. Determine the diameter of a trickling filter for a wastewater flowing at the rate of 12900 m3/day. The influent BOD (So) concentration for the wastewater is 129000 mg/l, whereas desirable effluent BOD should be as per NEQS.
- You’re working on a preliminary design for a water treatment plant expansion for Fell City. The required capacity is 12 MGD (million gallons per day). The TSS of the sedimentation basin effluent is 16 mg/L of TSS. Assume the effluent TSS is 0 mg/L. (a) Based on a filtration rate of 2 gpm/ft2, how big (area) must the filters be? (b) If 3% of the treated water is used for backwashing, what would the backwash TSS be? (Set up a mass balance analysis.) (c) How many tons of sludge (dry solids) would be generated in 30 days? Answers: 4170 ft2, 533 mg/L, 24 ton3. A 100 mL of wastewater sample was drying on a 0.5 g empty dish weight at 104 °C to weight 0.5625 g. Another 100 mL of the same wastewater was first filtered and the filtrate was dried on a 0.5 g dish at 104 °C to weight 0.5325 g. Determine in mg/L the:a) TSb) TSSc) TDSd) VSS assuming it represents 70% of TSSBriefly explain the basics of how an activated sludge process removes soluble BOD from the wastewater. Be sure to include removal percentages and the importance of the return activated sludge.
- The influent wastewater flow at TMWRF is 30 MGD (million gallons per day). The facility conducts disinfection of the treated water prior to discharge to Truckee River. For disinfection process, the reclamation facility utilizes hypochlorous acid (HOCl) at a dose of 10 mg Cl2/L. Calculate the chlorine present in the effluent (in lb Cl2/day).A jar test reveals that the optimum alum coagulant dose is 50 mg/L at a pH of 8.1 and a temperature of 73 F. How many pounds per day of 49% alum are required for the whole plant? Total flow is 36 MGD with four parallel treatment plants, each designed for 12 MGD. Could use some guidance on setting up the equations.Plz, solve this problem one by one and show all the steps. Environmental Engineering-2 An activated sludge process is to be designed to treat a sewage flow of 8640 m3/day with BOD of 200 mg/l from a primary clarifiers using F : M = 0.4 per day and MLSS of 3000 mg/l calculate volume of aeration tank if SVI is 100. How much sludge should be returned (Qr)?