Chlorine is used as the disinfectant in a municipal water treatment plant. It achieves 50 percent of disinfection efficiency measured in terms of killing the indicator microorganisms (E-Coli) in 3 minutes. The minimum time required to achieve 99 percent disinfection efficiency would be
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- The water supply to a mobile park contains 0.024 ug/L of PCB. Calculate the chronic daily intake (CDI) of PCB (mg/(kg*d)) of an adult resident of the mobile park who weighs 85 kg and consumes 2.3 L of water per day.Suppose you are to measure the BOD (biochemical oxygen demand) removal rate for a primary wastewater treatment plant. You take two samples of raw sewage on its way into the plant and two samples of the effluent leaving the plant. Standard five day BOD tests are run on the four samples with no seeding, producing the following data (See Figure attached) Find BOD5 for the raw and treated sewage, and the percent removal of BOD in the treatment plant. Find the DO (dissolved oxygen) that would be expected in sample two at the end of the test. What would be the maximum volume of treated sewage for Sample 4 that could be put into the 300-mL BOD bottle and still have the DO after five days remain above 2 mg/L?A drinking water treatment plant uses ferric sulfate as a coagulant at a dosage of 30 mg/l. If the raw water flow rate is 90,000 m3/d, determine the volumetric feed rate (m3/d) of 50% by weight ferric sulfate stock solution (specific gravity = 1.6127) to achieve the specified dosage.
- 5. USEPA sets standards for arsenic emission from foundry so that the unit cancer risk is 0.015 (per ug/m3 of arsenic in the atmosphere over a lifetime period). Assuming the exposure to arsenic is 25 years, what should be the maximum concentration of arsenic in ambient air in a way that the real risk of getting cancer during these 25 years is 0.0001 (one chance in ten thousand)?The residential drinking water in a small town with a population of 50,000 has been detected to contains 0.5 ppb tetrachloroethylene. There is also a waste incineration plant in the town that emits 0.001 ppb dioxin. Long-term health monitoring of the town yielded the following data: With Disease Without Disease Exposed 72 185 Not exposed 34 560 Show how to calculate the CDI values for the 2 contaminants: (CDI_TCE = 5.86x10-6 mg/kg/d, CDI_Dioxin = 1.17x10-8 mg/kg/d) Show how to calculate the number of cancers caused: 0.01 cases caused by TCE and 91 cases caused by DioxinProblem 4The decay of chlorine in a distribution system follows first-order decay with a rate constant of 0.015 hr-1. Ifthe concentration of chlorine in a well-mixed water storage tank is 1.00 mg/L at time zero, what will theconcentration be one day later? Assume no water flows out of the tank.
- The application rate of a certain chemical is recommended at 4 kg/ha. The calibration test of a 16-liter knapsack sprayer is as follows: Nozzle discharge = 1.2 liters/min, swath = 1.5 m and walking speed = 20 m/minDetermine the number of sprayer loadings per hectare:a. 15 b. 20c. 25 d. 30An air pollution control system At a plant consists of a cyclone precleaner followed by mi ESP. The air entering the cyclone has a PM concentration of 2,5 jg/m3. The concentration in the gases exiting the ESP is 0,02 g/m3, If it m known that the cyclone is 75% efficient, what is the collection efficiency of the ESP?You are provided with the following information about a municipal wastewater treatment plant. This plant uses the traditional activated-sludge process. Assume the microorganisms are 55 percent efficient at converting food to biomass, the organisms have a first-order death rate constant of 0.050/day, and the microbes reach half of their maximum growth rate when CE 3059 Page 2 of 2the BOD5 concentration is 10.0 mg/L. There are 150,000 people in the community (their wastewater production is 225 L/day-capita, 0.10 kg BOD5/capita-day). The effluent standard is BOD5 = 20 mg/L and TSS = 20 mg/L. Suspended solids were measured as 4,300 mg/L in a wastewater sample obtained from the aeration tank, 15,000 mg/L in the secondary sludge, 200 mg/L in the plant influent, and 100 mg/L in the primary clarifier effluent. The mean cell residence time is 4.0 days. a. What is the design volume of the aeration basin in cubic meters?b. What is the aeration basin detention time? c. How many kg of secondary dry…
- QUESTION 4 There is a wide range of biological treatment systems for the purification of wastewater based on simple processes by which mixed populations of micro-organisms degrade organic material using it as a source of nutrients. As a Civil Engineer Examine various types of aerobic micro-organisms involved in the biological treatment process of wastewater Examine various types of anaerobic micro-organisms involved in biological treatment process of wastewater A filter has a head loss of 0.30 m when clean and 1.30 m after 24 hours of filtration at a rate of 1.5l/s. . Estimate the following if the filtration rate is changed to 2 l/s head loss immediately after backwash verify head loss 10 hours laterA wastewater treatment operator uses the formula A=8.34FC to determine the amount A of chlorine in pounds to add to a basin. The flow F through the basin is in millions of gallons per day, and the desired concentration C of chlorine is in parts per million. If 1600 pounds of chlorine was added to a basin with a flow rate of 7.5 million gallons per day, what would be the resulting concentration?Environmental Engineering Five million gallons per day (MGD) of wastewater, with a concentration of 10.0 mg/L of a conservative pollutant, is released into a stream having an upstream flow of 10 MGD and a pollutant concentration of 3.0 mg/L. What is the concentration in ppm just downstream of the release point? How many pounds od substance per day pass a given spot downstream?