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The questions and instructions for an environmental services exam in building services engineering held at cork institute of technology during the summer of 2009. The exam covers topics such as designing bio-towers, inter-stage settling tanks, and aeration basins for a meat plant wastewater treatment system, as well as understanding the origin, toxicity, and health effects of dioxins and furans, and estimating ground level concentrations of total suspended particulates (tsp) emissions from a coal burning power station.
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Answer FIVE questions. All questions carry equal marks.
Examiners: Mr. W. Corr Dr. M. Smyth Mr. P. O’Sullivan
Q1. A meat plant processes 1500 cattle per day with loadings BOD : 3.2 kg / beast Wastewater : 1.6 m^3 / beast The proposed treatment plant consists of a roughing filter bio-tower followed by a conventional aeration tank. (i) Design the - bio-tower (5 marks)
Q2. (a) Write concise notes on dioxins and furans under the following headings: (i) Origin and chemical composition, particularly in respect of MSW and backyard incineration. (5 marks) (ii) Toxicity and health effects and the controversies surrounding this topic. (6 marks) (iii) Generation and Removal within the incinerator stages. (6 marks)
(b) Define precisely the terms DRE, LD 50 , and ELV in relation to this topic. (3 marks)
Q3. (a) Explain the adiabatic lapse rate for a rising plume and show how stable and unstable plume behaviour is related to this rate. (4 marks) (b) The emission of Total Suspended Particulates, TSP from a coal burning power station stack is estimated at 2.55 kg/sec with stack data height 150 m diameter 1.25 m flue velocity 12 m/s temperature 300 °C. With atmospheric conditions windspeed 20 km/hr barometer 1020 mbar temperature 28 °C stability category C (i) Estimate the maximum ground level concentration in μg/m^3 and its location directly downwind of the stack. (6 marks) Refer to Fig 3.1. (ii) Estimate the ground level concentration at a distance 4 km downwind and 1 km off the plume centreline. Refer to Fig 3.2 and 3.3 (6 marks) (c) How will an atmospheric inversion at altitude 400 m affect these results? Sketch the plume behaviour. (4 marks)
Q4. (a) Describe the operation of a typical MSW incinerator and list the key operating parameters. (5 marks)
(b) Describe the content, treatment and disposal of the four key effluent streams. (4 marks) (c) MSW from a city of 200,000 households comprises combustible: water: inert in the ratio 50:30:20 by mass. (i) Estimate the calorific value of the waste. Will it burn unassisted? (3 marks) (ii) Estimate the annual landfill and water treatment requirements. (3 marks) (iii) Estimate the primary energy output in MW. (2 marks) (iv) How might (iii) be increased in winter-time? (1 mark) (d) How is potential damage to ozone layer and greenhouse gas emissions from such an incinerator quantified? (2 marks)
Q7. (a) Describe in detail the unit operations involved in the pre-treatment of municipal or industrial wastewaters. Identify the main design parameters for each unit process. (8 marks) (b) Sketch the expected BOD and SS removal efficiencies for a primary settling tank. (4 marks) (c) Design a primary settling tank for the new (large) wastewater treatment plant at Little Island. Assume a treatment load of 250,000 persons equivalent. (8 marks)