1. Explain the basic treatment categories for hazardouswaste.
2. Determine the compacted waste to soil ratio (by volume) foran assumed compacted waste density of 500 kg/m3. The designdisposal rate is 60 tons per day. The cell height and width will be3.0 m and 5.0 m respectively. Take the slope of working faces as 3horizontal to 1 vertical. The prescribed daily soil cover thicknessis to be 200 mm.
3. It is mandatory that a civil engineer research a potentialsite and then design a construction and operation plan based onlocal geological characteristics before an operator can safelybuild a landfill. You have to design a new landfill with a 25 yearlifespan. Determine the compacted landfill waste volume, the coversoil volume required and the landfill footprint area. The soilburrow pit is estimated to be 5 m deep. The solid waste generatedper capita average 3.0 kg/day. The initial rate of deposition is200 tons/day. The population growth rate is 2% per annum. Theestimated compacted density of the waste at the site is 700 kg/m3.The minimum buffer zone to the landfill is to be 500 m. Assume avolumetric ratio of cover material to compacted waste of 1:4.Assume an 8 hectare allowance for landfill facilities.
4. Anaerobic digestion and aerobic digestion are processes thatbreakdowns biodegradable material. Discuss the application for thisprocesses with regards to solid waste management
5. Describe the mechanical biological treatment system and statefive possible advantages of this system.
6. The “waste hierarchy†ranks waste management optionsaccording to what is best for the environment. Describe the wastehierarchy.
7. Determine the classification of a landfill that yieldsevaporation records of 2 200 mm per year and rainfall of 600 mm peryear. The site receives only general waste from a rural communityand the estimated current disposal rate is 0,80 Tons per day. Thesite life is expected to be 7 years.
8. The final cover of a landfill functions as a way to keepwater out of the contaminate and to control the runoff fromentering the system. Draw an annotated drawing of a class G: L: B -landfill.
9. State and discuss the role of MRFs in an Integrated SolidWaste Management System