Question

environmental engineering wastewater treatment. waste water treatment. 1- In a 2 steps cascade aeration, each step...

environmental engineering wastewater treatment. waste water treatment.

1- In a 2 steps cascade aeration, each step increases oxygen concentration from 10 % to 30 % of saturation level. If the initial oxygen concentration is 20 % of saturation level and minimum oxygen is required to be 5 mg/L at the end of aeration, is the system efficient or not? Show your calculations. Inlet water temperature is 15 C (Cs = 10.2 mg/L)

2- Design flocculation tanks (2 tanks, 5 compartments for each) for the flow rate of 600 m3/hour.
-Select & control G&T values.
-Calculate dimensions (width-length-depth)

water treament.

water treatment

Homework Answers

Answer #1

1.sincequestion number was not mentioned i solved 1st question

minimum oxygen concentration after end of aeration is 4.08mg/L<5mg/L

Not efficient

Know the answer?
Your Answer:

Post as a guest

Your Name:

What's your source?

Earn Coins

Coins can be redeemed for fabulous gifts.

Not the answer you're looking for?
Ask your own homework help question
Similar Questions
Envriromental Engineering ( wastewater treatment ) A high-rate aeration system produces 1140 m3/d of waste sludge....
Envriromental Engineering ( wastewater treatment ) A high-rate aeration system produces 1140 m3/d of waste sludge. The sludge is wasted directly from the aerator and has a solids content of 3300 mg/L. This sludge is thickened by a dissolved air flotation unit to 3.0 percent solids. Determine the volume of the thickened sludge.
A 2,250 m3/day extended aeration system is used to treat sewage from Taman Maju Jaya. The...
A 2,250 m3/day extended aeration system is used to treat sewage from Taman Maju Jaya. The average BOD influent of the sewage treatment plant is 250 mg/L and is reduced by 65% after the primary clarifier. It has two rectangular aeration tanks (working in parallel) with a dimension of 4 m width, 6 m length and 3.5 m water depth. The aeration tank maintains a biomass concentration of about 4000 mg/L. (i) Determine the food-to-microorganism ratio of the aeration tank...
You are tasked with conducting BOD studies for a waste treatment facility and its discharge to...
You are tasked with conducting BOD studies for a waste treatment facility and its discharge to a nearby river. You are told that the facility removes 93% of the BOD in total with a discharge rate of 1.0 m3 /s. you sample the receiving water and find that it has a 0.5 mg/L deficit from saturation concentration (saturation is at 9.7 mg/L) and a BOD5 content of 10 mg/L. The river flows at a speed of 0.25 m/s and has...
You are tasked with conducting BOD studies for a waste treatment facility and its discharge to...
You are tasked with conducting BOD studies for a waste treatment facility and its discharge to a nearby river. You are told that the facility removes 93% of the BOD in total with a discharge rate of 1.0 m3 /s. you sample the receiving water and find that it has a 0.5 mg/L deficit from saturation concentration (saturation is at 9.7 mg/L) and a BOD5 content of 10 mg/L. The river flows at a speed of 0.25 m/s and has...
Environmental Engineering biological processes, A wastewater with a COD concentration of 970 mg / L 8,000...
Environmental Engineering biological processes, A wastewater with a COD concentration of 970 mg / L 8,000 m3 / day flow, fully mixed back It will be treated in a cyclic activated sludge system.Treatment system mud age will be 5 days will be designed in a way. Kinetic and stoichiometric coefficients were determined as follows. Volumetric organic loading speed: 0,5 kg COD/m3.day uH : 3,7 day-1, bH: 0,04 day-1, KS: 45 mg COD/L, YH: 0,5 g VSS/g COD VSS/TSS: 0,8 mg...
The town of Camp Verde has been directed to upgrade its primary Waste Water Treatment Plant...
The town of Camp Verde has been directed to upgrade its primary Waste Water Treatment Plant (WWTP) to a secondary plant that can meet an effluent standard of 25 mg/L BOD5 and 30 mg/L suspended solids. They have selected a completely mixed activated sludge system for the upgrade. The existing primary treatment plant has a flow rate of 0.029 m3/s. The effluent from the primary tank has a BOD5 of 240 mg/L. Using the following assumptions, estimate the required volume...
A rectangular, well-mixed aeration lagoon is 75 m long, 5 m wide, and 2 m deep....
A rectangular, well-mixed aeration lagoon is 75 m long, 5 m wide, and 2 m deep. It receives 400 m3/d of wastewater with a BOD5of 367mg BOD5/L for treatment. The biodegradation rate constants for the wastewater are the following: yield coefficient = 0.8 mg VSS/mg BOD5, endogenous decay constant = 0.08 d-1, maximum specific microbial growth rate = 1 d-1, and half velocity constant = 76.0 mg BOD5/L.                                                                                                               What must the hydraulic detention time be in the aeration pond? (days)...
Problem #3: Biochemical Oxygen Demand (BOD) and Stream Quality A wastewater treatment plant designed for a...
Problem #3: Biochemical Oxygen Demand (BOD) and Stream Quality A wastewater treatment plant designed for a community of 45,000 people has a flow of 100 gal/person/day and a BOD5 loading of 0.2 lb/person/day. The upstream characteristics of the receiving waters are: stream flow rate = 20 cfs and BOD5 = 2 mg/L The water quality standards require the in-stream BOD5 to be less than 7 mg/L in this stretch of the river. The minimum BOD removal efficiency that the treatment...