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- A University was opened on 21st March 2021. Due to the high number of students who reported at the main campus, there was waste water dischare into the universities River with dissolved oxygenconcentration of 2.0 mg/l at a discharge rate of 1.10m3/s from the stabilization ponds. After two days, there was another discharge downstream with dissolved concentration of 2.1 mg/l at a discharge rate of 1.20m3/s. After 1 hour a different discharge of waste with dissolved oxygen concentration of 0.5 mg/l at a discharge rate of 1.10m3/s was discharged in the River immediately after the second discharge point. The River that was receiving the waste had initial DO equal to 8.3mg/l, a constant flow of 8.70m3/s, and the temperature of 20' C. The saturated value of dissolved oxygen DOs at 20 ‘C is normally 9.09 mg/l. Just below the point where a continuous first discharge of pollution mixes with a river, the BOD was 10.9 mg/l. Using a deoxygenation constant of 0.20/day, an average flow of the mixture…A waste treatment lagoon having 3 cells, each 115,000 m2 in area, a minimum operating depth of 0.6 m, and a maximum operating depth of 1.5 m, receives 1,900 m3/d of wastewater having an average BOD5 of 122 mg/L. What is the BOD5 loading and detention time? The following data applies: the slope of the lagoon walls is disregarded in the calculations. a. 6.7 kg/ha-d, 54.5 daysb. 20.2 kg/ha-d, 163.4 daysc. 18.5 kg/ha-d, 177.6 daysd. 18.5 kg/ha-d, 54.5 dayse. None of theseA wastewater treatment plant has four primary clarifers, eachwith diameter of 15 m and side water depth of 4 m. The average daily fow is 24,000 m3/d. The effuent weir is located onthe periphery of each tank. Calculate the surface overfow rate,detention time, and weir loading rates. If one tank is taken out ofservice for maintenance, what happens to the overfow rate anddetention time? Is the design adequate for the average fow withthe three tanks in service?
- The average hourly water consumption per person is 2.5 Liters anf there are 264 people in the area. Determine the following. a. the minimum rate of flow in L/s in the spring b. Total Daily water demand in L/day c. Determine if its daily yield is sufficient to the water demand of the community if the rate of flow of the spring is 0.182L/s d. the height of the cylinder in cm thatt the minimum discharge can fill within 300 secs. diameter of the cylinder is 10 cmA wastewater treatment plant will receive a flow of 30,000 m3/day. The plant has a 3.6 m deep circular primary clarifier with a surface overflow rate of 60.0 m3/m2-day.a. Calculate the surface area (m2), diameter (m), volume (m3), and hydraulic retention time of the primary clarifier.b. How long will it take a 1.0 mm particle with a density of 1500 kg/m3to settle in the primary clarifier? show all work(A)Describe what is Cavitation in pumps and how it can be avoided?(b). Explain about basic difference in functioning of Francis and Pelton Turbines.
- i) The Abesim Stone Works employs six people. Assuming that the density of uncompacted waste is 480 kg/m³? , determine the annual volume of solid waste produced by the stone works assuming a waste generation rate of 1 kg/cap^-1.day.The DO of a river is 5.9 mg/L just downstream from a wastewater outfall. The mix ofriver and wastewater has a BOD of 25 mg/L. The DOs is 9.2 mg/L and the kd = 0.22 / day. a. estimate the rearation coefficient assuming a river speed of 0.20 m/s and anaverage depth of 3.5 m b. find the critical distance downstream where DO is a minimum c. what percent of BOD has to be removed from wastewater to maintain > 5mg / L DOif it is the only source of river BODAn oxidation pond having a surface area of 90 000 m2 is loaded with a waste flow of 500 m3/d containing 200 kg of BOD5. The pond has a depth of 1.2 m. Determine BOD5 loading rate (kg(Ha.d) Determine hydraulic retention time (d)
- A 76000 m'id domestic waste discharge has a concentration of 22 mg/L of ammonia nitrogen. If the receiving stream contains 1.5 mg/L and the maximum allowable concentration is 3.5 mg/L, compute the dilution of streamflow required in m'/s.Wheat is to be grown in certain place, the climatic conditions of which are tabulated below, Determineevapotranspiration and consumptive irrigation requirement (C.I.R) of crop. Also determine fieldirrigation requirements (F.I.R) if water application efficiency is 80%. Use Blaney Criddle equation withcrop factor of 0.8.Month Average-monthlyTemperature (OC)Monthly %age ofday/time hoursUseful averageRainfallNOV 18.0 7.20 1.70DEC 15.0 7.15 1.42JAN 13.5 7.30 3.01FEB 14.5 7.10 2.25A stream flows through a small town where an industry dischargesits effluent into the stream. Upstream characteristics prior to industrial discharge are as follows: fow rate 1000 m3/d, BOD5 2.5 mg/L,nitrates 2.0 mg/L, and temperature 19°C. The industry dischargesat 50 m3/d. According to regulatory requirements, the maximumallowable values in the stream following any discharge are BOD5 30mg/L, nitrates 4.0 mg/L, and temperature differential of 4°C fromupstream conditions. Calculate the maximum allowable values forthe industrial discharge.