Sunday 16 July 2017

Waste Management - by P.R. Sajikumar M.Tech, Chief Engineer, LSGD

Waste Management


  1. Introduction

            Waste is a byproduct of various human activities, which has lack of value or reuse.  There are three types of waste which are solid waste, liquid waste and gaseous waste.  Waste can be classified by various methods, on the basis of physical state (Solid, Liquid and gaseous) and within the solid waste according to the original use (package waste, food waste, etc), on the basis of material (glasses, paper etc) physical properties, (Compostable, combustible, recyclable) source of waste generation (domestic, commercial, industrial) or safety level (hazardous, non hazardous). The types of solid waste associated with these sources are
a)      Agriculture waste (waste generating from Agriculture practices including livestock production
b)        Mining Waste (mainly inert materials from coal mining metal mining and other mineral production industries).
c)      Energy production industry (waste mainly from coal burning & ash etc)
d)     Industrial waste:- Solid waste generated from various industries
e)      Dredging waste: - Organic and mineral waste from dredging operation.
f)       Construction and demolition waste:- Brickbat, concrete, asphaltic materials, pipes and other construction materials.
g)      Treatment plant waste,
h)      House hold or residential waste (garbage including food waste, paper, furniture, crockery, ashes in fire etc)
i)        Commercial waste – (similar to house hold wastes but produced from office, shop, restaurant etc)
j)        Institutional waste:- (similar to household waste plus hazardous, explosive, pathological and other wastes from hospital, research institutions etc.
k)      Market waste:- waste generation from market such as vegetable, fish etc.
l)        Slaughter house waste produced from slaughter, like blood, bare, etc

Quantity of Solid Waste Generated (Million tons per year).

Country
Agriculture
Mining
Construction  demolishing
Sewerage Sludge
Energy Production
Industry
Municipal 
UK
260
240
35
27
13
62
110
USA

1400
31.5
8.4
63
430
133
India

700.8
7.2

60
25
24

Quantity of Waste Generation in Different Countries

Country
KG / person / day
India
0.25 to 0.33
Srilanka
0.40
Singapore
0.85
UK
0.95 to 1.00
Japan
1.12
USA
1.25 to 2.25


  1. Management of Solid Wastes

            There are two fundamental objectives of solid waste management, to minimize waste and to effectively utilize the waste still produced.
            The activities associated with solid waste management involve processing of waste generated at source, collection, transportation, processing at a central facility and final disposal on land.  An effective and integrated solid waste management system examines the following options in an order of hierarchy for all type of waste generated.

  1. Waste reduction at source
  2. Resource recovery through separation and recycling
  3. Resource recovery through waste processing
  4. Waste transformation
  5. Environmentally sustainable disposal on land

1.   Waste reduction at source
            Source reduction is the most effective way to minimize waste.  Waste reduction may occur through proper design, manufacture and packing of product with minimum toxicity, minimum volume of material and longer useful life.  Waste reduction may also occur through selective reuse of productions and materials.

2.   Resource recovery through recycling
Recycling involves separation of waste material, preparation of these    separated fractions for reuse, reprocessing and remanufacture and the reuse of their prepared materials. Recycling is an important factor which reduces the amount of waste requiring disposal on land

3.   Resource recovery through waste  processing
Waste processing involves the physical, chemical or biological alteration of waste to recover conversion product for reuse.  The typical processing technique used for MSW include

(a) Biological treatment – composting (anaerobic digestion / bio gasification) and (b). Thermal treatment – incineration (with / without energy recovery).  The other processing techniques may include (a). Physical treatment to make building blocks, bricks from inert wastes such as ash, construction waste etc (b). Chemical treatment to recover compounds such as glucose, synthetic oil, cellulose acetate etc.

  1. Waste transformation
After recovery of various source from a waste, the residual materials may be subjected to a variety of processes to effectively reduce the volume of waste requiring disposal.  The treatment processes may involve size reduction (through shredding) size separation (through screening), volume reduction (through compaction or by thermal treatment) and encapsulation (to reduce toxicity). The waste transformation processes helps in reducing the final land area required for waste disposal.

  1. Environmentally sustainable disposal on land
            Despite all efforts to minimize waste, the requirement for storage / disposal of the following type of waste will continue to remain a). Solid wastes that cannot be recycled b). The residual waste after subjecting to all type of processing.

            The long term options available in this regard are (i) Dispersal on earth surface (ii) Dispersal on deep, below the earth’s surface.  (iii) Dispersal at the ocean bottom.  Dispersal on the earth surface is the most commonly adopted method of ultimate disposal of solid waste materials.





When waste is stored on land, it becomes a part of the hydrological cycle.  




Above diagram presents the hydrological cycle with the various paths that, water takes, as it circulate in nature.  During infiltration of water through waste, as well as during rain, numerous contaminants are removed from the waste to the adjacent areas as well as to the strata below the waste by the action of percolating water.  This action of water along with the action of wind as well as the reaction occurring within the waste, can have significant impact on the adjacent environment.  To minimize the impact of waste on the environments, the final disposal is done in engineered land fill which offer an environmentally sustainable methodology for disposing waste on land

Changes Occurring in a Waste Dump:-

(1)            Biological changes:- Biological reactions occurring in waste dumps are those involving  the organic materials that lead to the evolution of landfill gases and liquid. The biological decomposition of the waste process usually proceeds aerobically for some short period of time until it exasperates after decomposition. The oxygen initially present immediately after decomposition of the waste, becomes anaerobic. In the aerobic decomposition, available oxygen has been consumed and the organic matter converted to carbon dioxide, methane, ammonia, Hydrogen sulfide.
(2)            Chemical changes:-Important chemical reaction that occur within waste dump include dissolution and suspension of waste materials and biological conversion of products in the liquid (leachate) percolating through the waste, evaporation and vaporization of chemical compound.
(3)            Physical changes:- The important physical changes in waste dump are the lateral movements of gases in the waste and emission of gases to the surrounding environment, movement of leachate within the waste and in to underlying soils and settlement caused by consolidation and decomposition of the waste.
(4)            Impact on Environment: - The potential impacts are air pollution, surface water pollution, ground water pollution and subsoil pollution. The pathways of potential impact are (a) precipitation (b) infiltration (c) seepage (d) evaporation (e) surface run off (f) prevailing wind  (g) ground water flow (h) river and storm water drains (i) rodents and pests (j) vegetative growth on waste dumps.

Minimization of Environmental Impact through Waste Containment

The impact of a waste dump on the environment can be minimized by isolating the source or by eliminating the pathways. This can be achieved through containment of the waste dump.

The waste containment can be effected through engineered design,

(1)            Based on lining system as well as cover system to isolate the waste dump from the hydrological cycle.
(2)            Leachate collection system.
(3)            Gas collection system.

Engineered Landfills:-




Schematic Design of Engineered Land fill

The land fill is generally described as facility used for the disposal of solid waste on the surface of the earth. The term Engineered land fill, is used to denote a landfill designed and operated to minimize environmental impact. The various components of a modern engineered landfill are.
(1)   Liner system at base and sides of the landfill, which prevents migration of leachate or gas to the surrounding soil. The liner materials have more impermeability property and comprise of compacted clays or geo-membranes.
(2)   A Leachate collection facility which collects and extracts Leachate from within and from the base of the land fill and then treating the leachate.
(3)   A gas control facility which collect and extracts gas from within and from the top of the land fill and then treats it or uses it for energy recovery.
(4)   A final cover systems which enhances surface drainage, intercepts infiltrating water and support surface vegetation The final cover system comprises of multiple layers of soils and membrane materials 
(5)   A surface water drainage system which collect and removes all surface runoff from the land fill site.
(6)   An environmental monitoring system which periodically collect and analyses air, surface water and ground water samples around the landfill site.
(7)   A closure and post closure plan which list the steps that must be taken to close and secure a land fill site once the filling / dumping operations has been completed and the activities for long-term monitoring and maintenance of the completed land fill shall be ensured.


Geethakrishnan K.I,                                                     SAJIKUMAR P.R, MTech
Asst Exe Engineer, LSGD                                      Chief Engineer, LSGD




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