Full Length Research Paper
Solid Waste Management
with Special Reference to Allahabad City
Kalpana Devi[1]
Research Scholar, Department of Economics, University of Allahabad,
Prayagraj, Uttar Pradesh, India.
ARTICLE DETAILS ABSTRACT
1.
Introduction
Solid waste
Management is an important issue for the Allahabad city. Allahabad Municipal
Corporation is responsible for the management of the MSW generated in the city.
The entire operation of solid waste management system is performed under four
heads, namely, cleaning, collection, transportation and disposal. It has a
population of 49.36 lakh and is densely populated with 911 persons per sq. km. 75% population lives in Rural area. Therefore it shows that rural
population is greater than urban population in Allahabad District while
literacy rate is higher in urban area. 68% literacy rate is
found in this area. In Allahabad District, near about 500 TPD waste is
generated.
In the city
area of about 63 km2, the cleaning and collection operations are performed by
the public health wing of AMC; while transportation and disposal of MSW are
being performed by the transportation wing of AMC. It is dumped into depots (49
depots). MSW is then loaded into the transportation vehicles, which transport
the waste to different disposal sites. Every year Allahabad Municipal
corporation spends on average 22% of its total budget on solid waste management
respectively. Government tries to make clean & green city of it. Therefore
they implement a policy for it to convert this city as Smart City.
2. Literature
Review
Jamal
Mohammad Salih Irhoha, V. C. Agarwalab, Deepak Lalak, Mukesh Kumar (2014) said that city
waste management is a global environmental problem in today's world. Due to
population growth, there has been an increase in commercial, residential and
infrastructure development and this has a negative impact on the environment.
Urban solid waste management is considered one of the most serious
environmental problems facing municipal authorities in developing countries.
One of these impacts is due to the location of dumping sites in unsuitable
areas. This paper deals with the determination of suitable sites for disposal
of waste generated from the surrounding areas of Allahabad city using GIS
techniques. Remote sensing and geographic information analysis were used in
this study to locate a suitable site for waste disposal. Land use land cover
mapping, geology mapping, geomorphological mapping, lithology mapping, slope
mapping, road and rail network, and drainage mapping were used for on screen
visual interpretation of Landsat data 2011. All classes are given attributes.
After attribution the data base map was created and after various thematic maps
like geomorphology, lithology, drainage, slope, streams, population and road
maps were created and weightage was allotted to them on the basis of key
parameters. All thematic vector layers were integrated and introduced into the
overlaying and weighting analysis to carry out the site suitability index
(SSI). Waste disposal targets potential sites using the Spatial Analyst tool in
Arc GIS 9.3. The potential site for waste disposal has been analyzed by the following
analysis of geospatial data using computerized GIS software; The selection of
sites for waste disposal was based on various criteria, such as landuse,
landcover, geology, lithology, DEM, infrastructure. The ranking (order of
priority) was done on the basis of knowledge of the study area to select the
best sites for waste disposal. The result generated through GIS analysis shows
that 0.98 km2 area is highly suitable, 3.43 km2 area is moderately suitable,
464.01 km2 area is less suitable, 291 km2 area is not suitable and 186.16 km2
unspecified for waste disposal. Is. The studies show the importance of RS and
GIS technology in present days.
Vijay Krishna
and Sadhna Chaurasia (2017) stated that as economic development takes place
in the country, the generation of municipal solid waste also increases. Not
only is this but the characteristics of municipal solid waste also vary. This
research has been done to evaluate the status of municipal solid waste of
Allahabad city. A questionnaire has been designed to find out the general
perception of the citizen of Allahabad city about various aspects of municipal
solid waste and its consequences and management. The questioner has questions
related to types, sources, methods of collection, storage, transportation, etc.
of municipal waste generated in the city of Allahabad. At the end of this
questionnaire, suggestions have also been given to the citizens for better
management of solid waste.
Akhilesh
Kumar, Avalokita Agrawal (2020) stated that in recent years, exponential
population growth, high density of urban areas, diverse culture, changing food
habits, and lifestyles have changed the context of Municipal Solid Waste
Management (MSWM) in India. I have seen an unsolved problem. As a result, the
municipality is facing several other issues related to the collection,
treatment and management of solid waste. The present study is a comprehensive
review summarizing the current SWM status, identifying the associated
challenges and deriving possible solutions for MSWM in the Indian context. As
discussed in this review article, there is an urgent need to adopt adequate
treatment and recycling strategies as per the Indian solid waste composition.
Appropriate implications of possible solutions for MSW at centralized and
decentralized level need to be emphasized through various available scientific
treatment procedures. Hence there is a need to focus on creating potential
opportunities to private agencies, with the participation of municipal,
informal sectors and achieve the long term goal of MSWM sustainability for
Indian cities.
Renu Hujare
and Kashinath Telsang (2020) focused that the availability and reliability
of waste generation data is a denied problem in a developing country like
India. Inconsistencies in waste generation data are confirmed by comparing
cities and states with national-level data. It is found that the data for
cities and urban India closely match each other, which is not the case between
urban India and states. About 22% of the studied literature documents depend on
the limited data generated by CPCB and NEERI. Incorrect population data is
considered to miscalculate the waste volume. This causes a wide range of
percentage variability and large values of standard deviation
indicating inefficiencies in data collection. The literature review explores
the current challenges in maintaining reliable waste generation data. The study
has recommended involvement of academic and research institutions in handling
the waste management database in collaboration with the government. In
addition, the study suggests various technological and policy changes for
better waste management.
3. Objectives
The main
objectives of this study are as follows:-
·
To highlights the types,
quantity and collection method of solid waste generation in Allahabad city.
·
To assess the growth rate of solid waste in
Allahabad city.
·
To give reason for
increasing solid waste management system of the study area.
4. Hypotheses
H0:
Growth rate of solid waste is not statistically change during last decades in Allahabad city.
H1: Growth rate of solid waste is
statistically changed during last decades in Allahabad city.
5. Research Design
Explanatory
Research Method is used in this study. Allahabad city of Uttar Pradesh is
purposively selected as the study area. The study is conducted on the basis of both
Primary and secondary data. The Secondary source of information will be
collected from Nagar Nigam Allahabad SLB 2013, SWM DPR 2007 and Integrated
Solid Waste Management Project at Allahabad, CDM Executive Board, Uttar
Pradesh. Allahabad municipality has 8 zones and 100 wards from which the
researcher will randomly select 11 wards from the city. The primary data will
be obtained from the 25 respondents in Allahabad city with the help of
interview schedule using purposively sampling method in which 2 sanitary
workers (collectors) from Nagar Nigam office from each ward and 3 officers is
selected purposively from Baswar Office (Solid waste Collectors and
converters).
6. Analysis for solid waste
management in Allahabad City
6.1 Collection-Types and
Quantity of Solid waste
Table 1 shows
that 46% solid waste generates from household sector and 41% solid waste
generates from construction, Debris, horticulture and etc. Only 1% - 1% solid
waste generates from Hotels & Restaurants and Commercial establishments.
TABLE-1: generation
of municipal solid waste allahabad city
Source of
solid waste |
Solid waste generated (TPD) |
Households |
(46%) |
Hotels and
Restaurants |
(1%) |
Street
Sweepings |
(5%) |
Markets
(vegetable markets, mandis etc.) |
(6%) |
Commercial
Establishments (Institutions etc.) |
(1%) |
Other
Sources (Construction Debris, Horticulture Waste etc.) |
(41%) |
Total |
100% |
Source: Nagar
Nigam Allahabad, 2018
The practice
of throwing the wastes into the streets and drains is more prevalent in case of
many households in the city as well as within the community of small
restaurants and eateries; this unhygienic practice has resulted in clogging of
drains. Excessive polythene has also emerged out to be one of the reasons for frequent
clogging of drains. Solid waste is collected in handcarts by the operator and
is disposed off to near by secondary collection point. However, others throw
the household waste outside their residences from where sweepers of NNA collect
waste by means of rickshaw trolley and dump the same into the dustbins or onto
streets (open dump). In some of the cases, generators themselves dispose off
waste in nearby waste collection points/ containers, onto the streets, or in
the nearby drains.[2]
The safai
karamcharis employed by the NNA do street sweeping, collect drain silt and
waste heaps from roadsides and dispose them off at a nearby open dumps. These
unorganized disposal methods have resulted in accumulation of solid waste on
roadsides and vacant plots and in low lying areas and storm water drains.[3]
Table 2 shows
that Total waste has been increasing continuously. It has been 1.5 times
increased in 2022 than 2011. It will reach at 2.5 times at 2030, of it
increases at the same rate. Annually percentage rate of change is averagely
3.68% in first decade (2011-2020). It is also shown in the table 4.2 that at
the same rate of increases, the annually percentage rate of change will be
reached at 4.29% in 2030 as a compare to 4% in 2011. It means average AGR will
near about 3.96% in two decades that has 3.68% in first decade. While it will
4.24% in second decade. Therefore average AGR of second decade will be more
than first decade.
Types of
waste is mostly waste for composting, construction and demolition, inerts,
waste for RDF, glass, plastic and metal in rates of total. GR of C & D is
55.7% during 2011 to 2012 while GR of waste of C is 55.9% in the same period. R
of other each waste is also same. In 2030, it will be at 117.35%, 117.54%
respectively. Resultant it can be said that solid waste will be more than
double during two decade.
Table 2: Waste composition of allahabad city (in
TPD)
Year |
Total Waste (TPD) |
Construction and Demoloition Waste (TPD) |
Total waste without C&D waste (TPD) |
Waste for composting (TPD) |
Waste for RDF (TPD) |
Glass (TPD) |
Plastic (TPD) |
Metal (TPD) |
Inerts (TPD) |
Change in waste quantity annually (TPD) |
%age change in waste quantity annually |
||||||
2011 |
699.74 |
121.62 |
578.12 |
456 |
45 |
7 |
5 |
1 |
64 |
|
|||||||
2012 |
727.7 |
126.48 |
601.22 |
475 |
47 |
7 |
5 |
1 |
67 |
27.96 |
4.00% |
|
|||||
2013 |
756.97 |
131.56 |
625.41 |
494 |
48 |
8 |
5 |
1 |
69 |
29.27 |
4.02% |
|
|||||
2014 |
787.61 |
136.89 |
650.72 |
514 |
50 |
8 |
5 |
1 |
72 |
30.64 |
4.05% |
|
|||||
2015 |
819.67 |
142.46 |
677.21 |
535 |
52 |
8 |
5 |
1 |
75 |
32.06 |
4.07% |
|
|||||
2016 |
853.21 |
148.29 |
704.92 |
557 |
55 |
8 |
6 |
1 |
78 |
33.54 |
4.09% |
|
|||||
2017 |
888.32 |
154.39 |
733.93 |
579 |
57 |
9 |
6 |
1 |
81 |
35.11 |
4.12% |
|
|||||
2018 |
925.05 |
160.77 |
764.28 |
603 |
59 |
9 |
6 |
2 |
85 |
36.73 |
4.13% |
|
|||||
2019 |
963.47 |
167.45 |
796.02 |
628 |
62 |
10 |
6 |
2 |
88 |
38.42 |
4.15% |
|
|||||
2020 |
1003.67 |
174.44 |
829.23 |
655 |
64 |
10 |
7 |
2 |
92 |
40.20 |
4.17% |
|
|||||
2021 |
1045.71 |
181.74 |
863.97 |
682 |
67 |
10 |
7 |
2 |
96 |
42.04 |
4.19% |
|
|||||
2022 |
1089.67 |
189.38 |
900.29 |
711 |
70 |
11 |
7 |
2 |
100 |
43.96 |
4.20% |
|
|||||
2023 |
1135.64 |
197.37 |
938.27 |
741 |
73 |
11 |
8 |
2 |
104 |
45.97 |
4.22% |
|
|||||
2024 |
1183.69 |
205.73 |
977.96 |
772 |
76 |
12 |
8 |
2 |
109 |
48.05 |
4.23% |
|
|||||
2025 |
1233.92 |
214.46 |
1019.46 |
805 |
79 |
12 |
8 |
2 |
113 |
50.23 |
4.24% |
|
|||||
2026 |
1286.42 |
223.58 |
1062.84 |
839 |
82 |
13 |
9 |
2 |
118 |
52.50 |
4.25% |
|
|||||
2027 |
1341.27 |
233.11 |
1108.16 |
875 |
86 |
13 |
9 |
2 |
123 |
54.85 |
4.26% |
|
|||||
2028 |
1398.58 |
243.07 |
1155.51 |
912 |
90 |
14 |
9 |
2 |
128 |
57.31 |
4.27% |
|
|||||
2029 |
1458.45 |
253.48 |
1204.97 |
951 |
93 |
14 |
10 |
2 |
134 |
59.87 |
4.28% |
|
|||||
2030 |
1520.96 |
264.34 |
1256.62 |
992 |
97 |
15 |
10 |
3 |
139 |
62.51 |
4.29% |
|
|||||
Source:
Integrated Solid Waste Management Project at Allahabad (2022), CDM Executive
Board, Uttar Pradesh Version 03. Coloured value is estimated values
Waste
Composition of Allahabad City in MT/year has been sea in Table 3. Table shows
that highest percentage in bio-degradable total waste for composing is food,
food waste beverages and tobacco during 2011 to 2022. Textiles have second
position during the same time period. Garden yard and park wastes have third
position in the same period. Wood and Wood products has lowest percentage in
total waste.
Table-3: Waste
Composition of Allahabad City (in MT/year)
Year |
Total waste without C&D waste (in MT/Year) |
Bio degradable waste for composing
(in MT/Year) |
Food, food wastes, beverages and tobacco (in MT/Year) |
Wood and wood products (in
MT/Year) |
Pulp, paper and card board (in
MT/Year) |
Textiles (in MT/Year) |
Garden yard and park wastes (in
MT/Year) |
2011 |
211014 |
166595 |
145177 |
3587 |
4537 |
8230 |
5064 |
2012 |
219445 |
173252 |
150978 |
3731 |
4718 |
8558 |
5267 |
2013 |
228275 |
180223 |
157053 |
3881 |
4908 |
8903 |
5479 |
2014 |
237513 |
187516 |
163409 |
4038 |
5107 |
9263 |
5700 |
2015 |
247182 |
195150 |
170061 |
4202 |
5314 |
9640 |
5932 |
2016 |
257296 |
203135 |
177020 |
4374 |
5532 |
10035 |
6175 |
2017 |
267884 |
211495 |
184305 |
4554 |
5760 |
10447 |
6429 |
2018 |
278963 |
220241 |
191926 |
4742 |
5998 |
10880 |
6695 |
2019 |
290547 |
229387 |
199897 |
4939 |
6247 |
11331 |
6973 |
2020 |
302669 |
238957 |
208236 |
5145 |
6507 |
11804 |
7264 |
2021 |
315349 |
248968 |
216960 |
5361 |
6780 |
12299 |
7568 |
2022 |
328606 |
259434 |
226081 |
5586 |
7065 |
12816 |
7887 |
Source: Integrated
Solid Waste Management Project at Allahabad (2022), CDM Executive Board, Uttar
Pradesh Version 03.
H0: Growth rate of solid waste is not
statistically change during last decades in
Allahabad city.
H1:
Growth rate of solid waste is statistically changed during last decades in
Allahabad city.
Semi Log is
taken for calculating growth rate of solid waste of Allahabad City. Estimated regression is as follows-
The growth
rate of solid waste is 0.04 or 4% in Allahabad City during the year from 2011
to 2022. Statistical results are shown in the Table-5.1.
Table-4:
Results of coefficient and related test at allahabad
ciy
Variable |
Coefficient |
S.E |
t-Statistic |
P Value |
R2 |
F-Statistic |
P Value |
T |
0.04 |
9.66E-05 |
417.02 |
0.00 |
0.99 |
173907.7 |
0.00 |
Intercept |
-68.75 |
0.195 |
-352.96 |
0.0000 |
Source:
Calculated by researcher
Coefficients
and their t test results, R2, f test (for goodness of fit) results
shows that all are significant at 5% level of significance and 12 degree of
freedom. The homoscedasticity is found in residuals and there is no correlation
present in the residuals. Normality is
tested through Jarque Bera test, serial correlation is tested Breusch-Godfrey
LM test and Homoscedasticity is tested through Glejser test.
The value of
R2 is 0.99, which show that independent variable cause 99% variation
in the dependent variable .The value of F-statistic is of the degree of freedom
(1, 11) and 5% level of significance, is found 173907.7 and its probability is
0.00 (less than .05), which represent that model belongs to goodness of fit.
The result shows that the growth rate of solid waste is equal to 4% at
Allahabad City.
Thus the Null
Hypothesis will not be accepted and Alternative Hypothesis will be accepted
that is Growth rate of solid waste is
statistically not stagnant during last decades in Allahabad city.
6.2 Reason for increasing solid waste in Allahabad city
The reasons
of increasing municipal solid waste in Allahabad City are-
·
Social Factors
ό Due to change the life
style of citizen in Allahabad City, They prefer varieties in each product.
Therefore, sachets are available in the market. Wrapping paper or material is a
solid waste substance after using the products.
ό Due to change the
consumption pattern of citizen in Allahabad City, They prefer packed food or
quick food like chips, soft drinks etc. that are available in the market.
Therefore, they purchase it mostly daily. Packing material is just used for
providing safety of the product. After using product, packing converts into
solid waste.
ό Neither good quality of
textile is provided by producers nor customer like to mend of torn clothes
themselves. It becomes solid waste in very short period.
ό Public does not like to
reuse the product in their household to maintain status in the society. They
feel that it is a solid waste. On the other reuse has been done by private
agencies that are working in this field in Allahabad City.
ό High corruption and
inflation, insecurity is increasing in the Allahabad City, therefore security
products demand has been increasing in the Allahabad City like camera, digital
locks etc. After sometimes it converts into solid waste.
·
Economic Factors
ό Increasing demand for
cheap products, producer innovate these types of items and provides cheap
quality products to the customers that are just use and throw products. It
converts into solid waste in a very period. It increases producer market in one
hand as well as generates low quality product in other hand. Therefore,
whatever products producer provides to the customer, customer purchase and use
it. Quality has been degrading of durable goods, textiles etc. So, solid waste
has been increasing.
ό Life becomes like a show
off theater where producer sale and customer purchase stylish electronic and
mechanical gadgets. To maintain their status, Chinese product demand that are
highly one time use product is high in Allahabad City. Therefore solid waste
has been increasing.
ό These types of products
generate waste in the market as well as inflation because increasing demand
with low innovations restricts supply in the given period. On the other hand
maintenance of the solid waste (that is only invested by public sector) also
the cause of the cost inflation due to increases tax burden.
·
Marketing factors
ό Use and throw packaging
material is used that becomes solid waste after torn and opening the product.
It cannot use further.
ό Quality of packing
material is also very bad. Therefore, it cannot reuse for other work like water
bottle plastics.
ό Attractive advertisement
persuades the customer to use products that available in the market.
·
Government Policy Factors
ό In education system,
convent books and uniforms are replaces in each year. It is major cause of
increasing the solid waste of paper and textiles in Allahabad City.
ό Lack of implementation
of rules strictly in the area is also a cause of increasing solid waste in
Allahabad City.
It can be
summarised and converted into demand and supply factors. Chart 1 & 2 shows
the demand and supply side of increasing solid waste in Allahabad City.
Chart 2
Source:
Created by Researcher
6.3
Collection Management
The slaughter
house in Allahabad is situated at Atala is an open slaughter house and almost
100 year old. There is no systematic arrangement of cleaning/maintenance. The
waste is dumped in the open; Nagar Nigam Allahabad is entitled with the
management of this slaughter house. There is no detail record maintained and
available with Nagar Nigam Allahabad for quantity of waste generated from
slaughter house. Segregation of waste at source is very minimal i.e. 3.7%
(Source: Allahabad SLB 2013) practiced in Allahabad city as per the records of
NNA. As per the secondary survey, there are no transfer stations also in
Allahabad city wherein waste is segregated before dumping at the final disposal
site.
Secondary
collection process is streamlined in the city of Allahabad to an average level.
As per the SWM DPR 2007 prepared by M/s Tetra Tech, the MSW collected from each
of the primary collection points mentioned above is transported to designated
open dump areas and DP containers (mostly on the main roads), which are the
secondary collection points identified in Allahabad which are nearly 50 in
number and about 160 Dust bins spread over all 80 wards of the city.
The waste
collection from the secondary collection points starts by Dumpers and Tractor
trolleys from 8 A.M and goes on till 5 PM in the evening. These vehicles
transfer the MSW to trenching grounds/ crude dumping sites namely Buxi Band and
Kareli area. (near Yamuna River).
NNA has 85
transportation equipment / vehicles. Table 4 gives information about the number
of vehicles used in collection and transportation of solid waste in the city.
380 MT/Day out of the total generated waste of 540 MT/ Day of waste in the city
is collected and transported to the final disposal site.
Table-4: Details of
secondary waste collection
Vehicle
category |
Number of
vehicles |
Capacity of
each vehicle (mt) |
Ashok
Leyland 110 HP |
4 |
4.5 |
TATA 1613
135 HP |
3 |
4.5 |
Swaraj
Majda 80 HP |
8 |
3.0 |
TATA 709
80 HP |
11 |
3.0 |
TATA 207
65 HP |
2 |
2.5 |
JCBs 9 |
9 |
|
RCs 135
HP |
6 |
|
Tractor
Trolleys |
8 |
2.0 |
Three
Wheelers |
32 |
0.5 |
Loaders
48 HP |
2 |
|
Total no.
Of equipments/ vehicles |
85 |
|
Source: Nagar
Nigam Allahabad, 2018
The waste
transportation vehicles are operated, supervised and maintained at workshop
located in front of railway station (south side). The workshop is supervised by
workshop in charge. At present this responsibility is given to Junior Engineer.
The existing dump sites/trenching grounds namely, Buxi Band and Kareli, are
located at an average distance of 10 km, from the city centre. The
transportation vehicles make three to four trips per day to transport the MSW
to these dumping sites. It takes about 1.5 to 2.0 hours to make a trip
depending on the traffic conditions. The waste is transported in open vehicles
and this creates unhygienic conditions in the city.
It has been
reported that the existing human resource strength has been nearly commensurate
to the desired strength of all the positions essential in the department, with
the exception of safai karamcharis/maistries. As can been seen fromTable-5, the
difference of filled and sanctions positions is minimal for each category of
the post; however, there is a reported deficiency of 620 safai karamcharis
against the requirement of 1400 safai karmacharis translating to a 44% deficit.
It has also been reported that the senior management positions are filled as
per the requirement which enables continuous administration and service
delivery management. However, as observed in the other sectors, SWM sector has
also witnessed an urgent need for capacity enhancement strategy formulation and
its implementation for the existing staff in order to handle the
responsibilities of their roles and dispense their duties per the mandate.
Table-5: Human
resource strength in SWM sector
Staff post |
Sanctioned
post |
Filled Post |
Vacant Post |
Sanitary
Supervisor |
151 |
111 |
40 |
Naistries/Safai
Karamchari |
2575 |
2048 |
527 |
Cleaners/drivers |
68 |
58 |
10 |
Labourers |
10 |
10 |
0 |
Sources: Nagar Nigam
Allahabad, 2018
Total 16305
MT/month solid wastes is being generated in the city and waste received at
disposal point is 3650 MT/month whereas waste received at processing and
recycling facilities is 10250 MT/month. After waste rejected (2700 MT) at
processing facilities total waste processed is 7635 MT/month and waste disposed
in open dump site is 3650 MT/month. Allahabad city have an engineered
scientific treatment and disposal mechanism under process in place. User Charges
demand per year is 281.35 lakhs and User charges collected per year is
31.1lakhs (11.5% of collection efficiency).
7.
Conclusion
After
studying all the parts of solid waste management of Allahabad Municipal
Corporations we are concluding that Allahabad Municipal Corporations are doing
their activity at their best level but till then they are lagging behind in any
way to lift 1135.64 Tons of waste per day. They do not have that capacity or
equipment to handle such amount of daily waste. NGOs are helping them to
collect the waste as well as reduce the waste. Now the dumping ground is
inadequate to dump or landfill the waste. Most of the time, the processing
units are not in working condition. So without any processing they are dumping
the garbage at the dumping ground. Due to this the local people who are living
near the dumping ground of Baswar are facing health related problems. The
Municipal Corporation should think on this and find some new place for the
dumping ground as this place comes in the city area. Most of the employees are
on contract basis in the Solid Waste Department. These people are not taking
care of the waste while collecting the waste as well as handling the waste. So
sometimes we can see that after the collection of garbage from the bins by the
dumper, there is a pile of garbage spread on the road. The transport system of
Allahabad Municipal Corporation lags behind due to unknown in any way; any new
technology is applied on it. The authorities cannot track the vehicle due to
non-implementation of GPS system or implementation of this system but not in
working condition. There is no modern technology like RFID (Radio Frequency
Identification) in coaches or transport vehicles. The awareness program run by
the Allahabad Municipal Corporation is not enough to change the mind of the
people of Allahabad so that they know all the rules and regulation of solid
management and they will not throw the garbage on the side of the road. Some
societies are trying to reduce the waste in their places. But such society is
not being motivated by the Municipal Corporation to reduce or recycle the waste
from their society.
8. References
Akhilesh Kumar, Avlokita
Agrawal (2020) Recent trends in solid
waste management status, challenges, and potential for the future Indian cities
A review , Current Research in Environmental Sustainability 2 (2020) 100011;
http://dx.doi.org/10.1016/j.crsust.2020.100011 2666-0490
Integrated Solid Waste
Management Project at Allahabad (2022), CDM Executive Board, Uttar Pradesh
Version 03.
Jamal Mohamed Salih
Irhoumaha ,V. C. Agarwalb , Deepak Lalc , Mukesh Kumar(2014)Determination of
Suitable Site for Solid Waste Disposal using Remote Sensing and GIS Techniques
in Allahabad Municipality Area, International
Journal of Engineering Research & Technology (IJERT), ISSN: 2278-0181, Vol.
3 Issue 6, June 2014.
Kumar, Akhilesh,
Agrawal, Avlokita (2020). Recent
trends in solid waste management status, challenges, and potential for the
future Indian cities A review. Current Research in Environmental
Sustainability. 2. http://dx.doi.org/10.1016/j.crsust.2020.100011 2666-0490
Nagar Nigam Allahabad
Renu Hujare and
Kashinath Telsang (2020) Solid Waste Generation Data Variability in IndiaAn
Unnoticed Hurdle, Research Gate, DOI: 10.1007/978-981-15-0990-2_35
SWM DPR 2007 by M/s Tetra Tech
Vijai Krishna1 &
Sadhana Chaurasia(2017) Aspects of Municipal Solid Waste Management in
Allahabad City: A Questioner Survey of the Citizens , IOSR Journal of
Environmental Science, Toxicology and Food Technology (IOSR-JESTFT) e-ISSN:
2319-2402,p- ISSN: 2319-2399.Volume 11, Issue 2 Ver. I (Feb. 2017), PP 11-16 www.iosrjournals.org
* Author can
be contacted at: Research Scholar, Department of
Economics, University of Allahabad, Prayagraj, Uttar Pradesh, India
Received:
13-May- 2024; Sent for Review on: 18-May- 2024; Draft sent to Author for
corrections: 01-June- 2024; Accepted on: 15-June-2024
Online Available from 01-July- 2024
DOI: 10.13140/RG.2.2.11000.66561
GJCR-9181/©
2024 CRDEEP Journals. All Rights
Reserved.
[2]
SWM DPR 2007 by M/s Tetra
Tech
[3] SWM
DPR 2007 prepared by M/s Tetra Tech