Highlights
a) Provide a suitable waste segregation (separation) and treatment scheme
b) What will be the flow and BOD concentration of the combined stream of #4 and #5
Question 2
List three methods to achieve waste minimization in paper and pulp manufacturing processes and indicate how and in which steps these methods can be employed?
Schematic diagram of the paper and pulp manufacturing processes and waste contributing steps are shown below:
Question 3
List 3 main human barriers of Waste minimization.
Question 4
Suggest a treatment method for reuse or by-product recovery for the following wastes.
a. Dairy (milk) waste containing whey (protein) material
b. Cutting oil waste coming from metal cutting machines
c. Dye waste from cloth dyeing (textile) industry.
Question 5
Using the flow diagram given below explain the role of
i) Filter
ii) Activated carbon
iii) Filter press
iv) Equalization (equalizing) tank.
Question 6
(a) What are the 2 different environmental problems of using incinerators? How can they be overcome?
(b) Based on the data provided below, calculate the charges for disposal of the waste with and without recycling at the transfer station, and comment on these costs.
Waste generated 10 tonnes
Recyclable waste 70 %
Transport costs $ 1 per tonne per km
Distance to landfill 120 km
Location of transfer station mid way
Cost of recovery at transfer station $10 per tonne
Sale value of recyclable goods $15 per tonne
Tipping cost $40 per tonne
Question 7
Estimate the moisture content and density of a solid waste sample with the composition given in Table below.
Question 8
Describe the seawater desalination processes and their functions in a desalination plant in Australia. Compare the processes with Sydney’s drinking water treatment plant process.
Assignment 3:
1. Design a constructed wetland to treat domestic wastewater from a small town of 6000 population. Wastewater generation is at 160 litres per capita per day. The initial BOD of the primary treated wastewater is 180 mg/l and the treated wastewater needs to conform to a BOD standard of 30 mg/l. Fine and medium sized gravel are as substrate material for wetland bed of depth 0.6 m. Assume the water depth is 0.4 m and the hydraulic gradient is 0.003. Further assumptions are porosity of 40% and hydraulic conductivity of 10.2 x 10 -2 m/sec. Annual average temperature of water is 27 o C.
2. Calculate the volume of rain tank required for Rain Water Harvesting. The area of the roof is 100 m 2 . Assume the average ddemand is =50 L/person per day. The house is occupied by four people. The monthly rainfall is summarised in the table below.
3. Undertake a literature review of a BMP device of your choice. Focus on the planning, modelling, design and implementation aspects of the BMP. (not more than 5 pages). Literature on UTS online is generally sufficient for this purposes, however students must not be limited by this.© Copyright 2026 My Uni Papers – Student Hustle Made Hassle Free. All rights reserved.