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- A circular shaped clarifier is used to treat waste water at a rate of 5000 m3/day. Determine the diameter of the clarifier if the overflow rate of the clarifier is 35 m3/m2/day.Consider a rectangular wastewater treatment pond having a length of 100 ft,width of 20 ft, and depth of 20 ft. Assume the discharge from a wastewater treatment plant has aflow of 30 MGD with a solids concentration of 5 mg/L.a) Determine the mass flow rate of solids discharged in ton per day?b) Calculate the residence time of the pond in minutes?Calculate net wastewater generation from the following data: Total Population = 1000 Water consumption rate = 200 L/cap.day Infiltration rate = 15% Evaporation rate = 5% . Express the net wastewater generation in m3/day and L/sec.
- The average design flow at a wastewater treatment plant facility is 1.5 m3/s. The bar rack is mechanically cleaned with an average clear spacing of 2.5 cm. Estimate the average quantity of screenings that will be collected at each day.Apply Hazen William's equation, if the pipe has to be laid to supply water from a treatment unit which is 45Km of length. The flow rate is 19m3/min and head loss are 20m.Calculate diameter of pipe, if the flow rate has increased from 19m3/min to 23 m3/min.What will be the head loss?Q1.Design a trickling filter for treating 5 million litres of sewage per day. The B.O.D. of sewage is 144 ppm. Q2.Determine the ultimate B.O.D. for a sewage having 5-day B.O.D. at 20°C as 200 p.p.m. Assume R20 = 0.1 per day. Q3. Given the following data, calculate the 5-day B.O.D. of the unseeded sample of sewage: Initial DO…………….. 10 mg/1 Final DO…………… 4 mg/1 Bottle volume ………….300 ml Sample volume………….6 ml.
- A wastewater treatment plant receives 250 mg/L BOD, 45 mg/L NO3-N, and 0.08% TSS. What is the loading of each component (lb/d) if the plant flow is 730,000 gpd?A treatment unit is 7.0m wide, 25m long and has a depth of 3.5m. If the wastewater flow rate through the tank is (13500) gallons per day. Calculate: 1. Hydraulic detention time 2. Surface loading rate(i) Based on information given, calculate average daily flow of sewage need to be treated (ii) Assuming a using of water at 7:00 a.m is a peak hour, calculate the flow of sewage on that time.
- Wastewater is collected from a 50 hectare area that consists of 600 residential unit and 0.7 hectare of commercial centre. The average water consumption is 200 liter/capita/day. Calculate the average flow and peak flow of wastewater into sanitary sewer.You are building a wastewater lagoon with an inlet/outlet flow rate of 3,100 m3/day. The BOD inlet load is 26 mg/L and you need to achieve 12 mg/L at the outlet. The half-life of BOD is 2.4 days. What is the volume required for the lagoon? If the wastewater stopped entering the lagoon and was replaced by freshwater, how long would it take for the outlet BOD concentration to reach 1 ppm?Calculate the total wastewater quantity that will be produced from the said tehsil.