SlideShare a Scribd company logo
1 of 15
Download to read offline
http://www.iaeme.com/IJCIET/index.asp 111 editor@iaeme.com
International Journal of Civil Engineering and Technology (IJCIET)
Volume 6, Issue 11, Nov 2015, pp. 111-125, Article ID: IJCIET_06_11_012
Available online at
http://www.iaeme.com/IJCIET/issues.asp?JType=IJCIET&VType=6&IType=11
ISSN Print: 0976-6308 and ISSN Online: 0976-6316
© IAEME Publication
___________________________________________________________________________
LANDFILL SITE SELECTION BY USING
PAIRWISE COMPARISON, RATING,
RANKING AND TRADE-OFF METHODS
FOR CRITERIA WEIGHTING
Prof. Dr. Mohammad .A. Al-Anbari, Muhannad. Y. Thameer
Civil Engineering Dept., Collage of Engineering,
University of Babylon, Hilla- IRAQ
ABSTRACT
Any multi criteria decision analysis process need to weigh the criteria and
to know any weighting method the best to use according the nature and degree
of complexity of the problem. There are four method for criteria weighting
Rank, Rating, Pairwise and Trade-off methods. In this study, which was done
in Najaf – Iraq used this methods to weigh the seventeen criteria used to select
landfill site within integration of (GIS -MCDA) in Najaf governorate. There is
no difference between the results within Pairwise or Ranking method only in
size of landfill in west part of study area (five sites were selected in each try).
Within trade-off and rating methods, there are more than five site were
selected.
Keys words: Rating, Ranking, Pairwise Comparison, Trade-Off Method
Cite this Article: Prof. Dr. Mohammad .A. Al-Anbari, Muhannad. Y. Thameer,
Landfill Site Selection by Using Pairwise Comparison, Rating, Ranking and
Trade-off Methods For Criteria Weighting. International Journal of Civil
Engineering and Technology, 6(11), 2015, pp. 111-125.
http://www.iaeme.com/IJCIET/issues.asp?JType=IJCIET&VType=6&IType=11
1. INTRODUCTION AND RESEARCH OBJECTIVE
Historically countries disposed waste on land and covering it up. In many cases
uncontrolled burning of waste would precede or follow dumping activity. Landfills
are the final depository of a waste after all other waste management options have been
carried out. Landfills can be categorized according to open dumps, controlled dumps
or sanitary landfills (or secured landfill or engineered landfill).
Sanitary landfill facilities are generally located in areas where the potential for
degradation of the quality of air, land, and water is minimal. Similarly, a sanitary
landfill should be located away from an airport to avoid air accidents between birds
and aeroplanes. The location should preferably be outside 100-year floodplain and
Prof. Dr. Mohammad .A. Al-Anbari, Muhannad. Y. Thameer
http://www.iaeme.com/IJCIET/index.asp 112 editor@iaeme.com
should not be located in the close proximity of wild life sanctuaries, monuments and
other important places which is ecologically important. Location of sanitary land fill
should also consider seismic sensitivity of the area to avoid environmental damage
during earthquake [1].
All potential locations need to be considered in the light of site-specific
characteristics, which may result in some parameters being given a greater weighting
than others. There are four methods for criteria weight which Rating, Ranking,
Pairwise comparison and Trade-off methods[2].
The objective of this study is to compare the selected sites within Al-Najaf
governorate by using the approach based in integration of Geographic Information
Systems (GIS) and Multicriteria Decision Analysis (MCDA)with each one of criteria
weight method.
For this purpose, 17 input digital map layers Urban centers, Cemetery, Airports,
Electrical power lines, Oil Pipes, Railways, Roads, slope, Historical sites, Main
rivers, Industrial areas, Religion sites, Wells, Military area, Electrical power plants,
Nature reserves and National borders were prepared and multi criteria analysis was
implemented with geographic information system.
2. MATERIALS AND METHODS
2.1. Study area
Najaf is located between Anbar and Muthanna governorates on Iraq’s southern border
with Saudi Arabia. Its landscape is dominated by desert, particularly towards the
border with Saudi Arabia. Najaf city hosts the shrine of Ali Ibn Abi Talib, who is
regarded by Shi’a Muslims the first Imam and by Sunni Muslims the fourth Caliph.
The city is therefore one of the most holy sites in Shi’a Islam, attracting high numbers
of religious tourists from within Iraq and abroad, and a centre for religious
scholarship. Other religious sites in the governorate include Wadi A-Salaam (Valley
of Peace), and Kufa Mosque[3].
Najaf governorate lies between coordinates of latitudes ( 32 ͦ 21ʹ N and 29 ͦ 50 ʹ
N), coordinates of longitudes( 44 ͦ 44 ʹE and 42 ͦ 50 ʹ E) with total area 28,824 sq km
(6.6% of Iraq) as shown in figure (1).
Figure (1) Map of study area
Landfill Site Selection by Using Pairwise Comparison, Rating, Ranking and Trade-off
Methods For Criteria Weighting
http://www.iaeme.com/IJCIET/index.asp 113 editor@iaeme.com
2.2. Methodology
This study include four tries for landfill site selection depend on using of geographic
information system (GIS) for data input, data storage and management, data
manipulation and analysis and data output as suitability map in last step of this aim.
Multi Criteria decision analysis methods was used for weighting the criteria and using
(SAW) integrated with GIS to find suitability index. In each try used different method
(Rating, Ranking, Pairwise comparison and Trade-off methods) for criteria weight.
Seventeen criteria (Urban centers, Cemetery, Airports, Electrical power lines, Oil
Pipes, Railways, Roads, slope, Historical sites, Main rivers, Industrial areas,
Religion sites, Wells, Military area, Electrical power plants, Nature reserves and
National borders) were used to identify the best landfill site for Al-Najaf in the GIS
and MCDA. The geographical information systems is commonly organized the data
by separate thematic maps or sets of data, referred to as a map layer. suitability maps
generated by used spatial analysis as highlighting “suitable” geographic areas
execrated from weighted and combined map layers based on previous established
criteria for study area. (MCDA) was used to measure the relative importance weight
for individual evaluation criteria. MCDA is to divide the decision problems into
smaller understandable parts, analyze each part separately, and then integrate the parts
in a logical manner[4]. Figure (2) show methodology framework.
Determine the evaluation criteria
(17) criteria used
Obtain criteria weights Data collection
Rating
By Ranking
Pairwise C.M
Trade-off method
Implement SAW method by GIS for
site selection
Figure (2) show methodology framework for landfill site selection
2.3. Criteria Analysis
For study area, the criteria decision tree developed for the landfill site selection
problem is illustrated in Figure(3).
Prof. Dr. Mohammad .A. Al-Anbari, Muhannad. Y. Thameer
http://www.iaeme.com/IJCIET/index.asp 114 editor@iaeme.com
Figure (3) criteria decision tree developed for the landfill site selection problem in study area.
2.4. Criteria Weights
A weight is a measure of the relative importance of a criterion as judged by the
decision maker. Assigning weights it's important process to evaluation criteria
accounts for many reasons (i) the changes in the range of variation for each evaluation
criterion, and (ii) the different degrees of importance being attached to these ranges of
variation[5].There are four different techniques when assigning the weights: Ranking,
Rating, Pairwise Comparison and Trade of Analysis Method [6].In this study,
Landfill Site Selection by Using Pairwise Comparison, Rating, Ranking
http://www.iaeme.com/IJCIET/index.asp
Calculating weight for the criteria
every method methodology and mathematical basics
in table (4), table (5), table (6) and table (7)
2.4.1 Ranking Methods
The simplest method for assessing the single weight for each criteria in a set of
criteria to arrange them in rank order[
equal 1, second important equal 2, etc.) or inverse ranking (the last important equal 1,
second last important equal 2, etc. ) can be used [
generating numerical weights for ranking criteria are available :rank sum, rank
reciprocal and rank exponent.
2.4.1.1 Ranking Sum Methods
Rank sum weights are arrived at via the formula
Where (wi) is the normalized weight for the criterion, (
under consideration (k = 1 ,2 ,...,n), and (
Every criterion is weighted (n
weights, that is, ∑ (n – rk + 1 ).
Table (1)
Straight rank
(rj)
1 Urban centers
2 Main river
3 Roads
4 Historical site
5 Power lines
6 Oil pipes
7 Electrical p. plant
8 Cemetery
9 Military Site
10 Religion site
11 Slope
12 Airports
13 Industrial site
14 Border
15 Nature reserves
16 Railwa
17 Wells
SUM
y Using Pairwise Comparison, Rating, Ranking a
Methods For Criteria Weighting
ET/index.asp 115 editor@iaeme.com
Calculating weight for the criteria done by using each one of previous
every method methodology and mathematical basics. The resulting weights are given
(4), table (5), table (6) and table (7).
.1 Ranking Methods
The simplest method for assessing the single weight for each criteria in a set of
eria to arrange them in rank order[7]. Either straight ranking ( The most important
equal 1, second important equal 2, etc.) or inverse ranking (the last important equal 1,
second last important equal 2, etc. ) can be used [8]. There are many approach for
generating numerical weights for ranking criteria are available :rank sum, rank
reciprocal and rank exponent.
Ranking Sum Methods
Rank sum weights are arrived at via the formula:
) is the normalized weight for the criterion, (n) is the number of criteria
under consideration (k = 1 ,2 ,...,n), and (rj), is the rank position of the criterion.
Every criterion is weighted (n – rj + 1) and then normalized by the sum of all
rk + 1 ). Criteria weights by this method in table (1).
Table (1) Criteria weights by Ranking Sum method
Criteria
(n)
Weight
(n – rj + 1)
Normalized weight
(wi)
Urban centers 17 0.111
Main river 16 0.105
Roads 15 0.098
Historical site 14 0.092
Power lines 13 0.085
Oil pipes 12 0.078
Electrical p. plant 11 0.072
Cemetery 10 0.065
Military Site 9 0.059
Religion site 8 0.052
Slope 7 0.046
Airports 6 0.039
Industrial site 5 0.033
Border 4 0.026
Nature reserves 3 0.020
Railways 2 0.013
Wells 1 0.007
153 1.000
and Trade-off
editor@iaeme.com
four method as
. The resulting weights are given
The simplest method for assessing the single weight for each criteria in a set of
]. Either straight ranking ( The most important
equal 1, second important equal 2, etc.) or inverse ranking (the last important equal 1,
]. There are many approach for
generating numerical weights for ranking criteria are available :rank sum, rank
number of criteria
), is the rank position of the criterion.
rj + 1) and then normalized by the sum of all
thod in table (1).
Normalized weight
(wi)
0.111
0.105
0.098
0.092
0.085
0.078
0.072
0.065
0.059
0.052
0.046
0.039
0.033
0.026
0.020
0.013
0.007
Prof. Dr. Mohammad .A. Al
http://www.iaeme.com/IJCIET/index.asp
2.4.1.2. Ranking Reciprocal Method
Weights are generated from the normalized reciprocals of a criterion’s rank. The
following formula is used to calculate the weights:
where (wi) is the normalized weight for
attribute, (n) is number of criteria.
Table (2)
Straight rank (rj)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
SUM
2.4.1.3. Ranking Exponen
This method needs an additional piece of information. The decision maker is required
to specify the weight of the most important criterion on a (0
generated from the formula:
For (p = 0) previous equation assigns e
For( p = 1) the method results in rank sum weights. As (p) increases, normalized
weights gets steeper and steeper.
of. Dr. Mohammad .A. Al-Anbari, Muhannad. Y. Thameer
ET/index.asp 116 editor@iaeme.com
Ranking Reciprocal Method
Weights are generated from the normalized reciprocals of a criterion’s rank. The
following formula is used to calculate the weights:
is the normalized weight for attribute i, (ri) is the rank for the ith
is number of criteria. Criteria weights by this method in table (2).
Table (2) Criteria weights by Rank Reciprocal Method
Criteria (n)
Reciprocal weight
(1/rj)
normalized
Urban centers 1 0.2907
Main river 0.5 0.1454
Roads 0.333 0.0969
Historical site 0.25 0.0727
Power lines 0.2 0.0581
Oil pipes 0.166 0.0485
Electrical p. plant 0.142 0.0415
Cemetery 0.125 0.0363
Military Site 0.111 0.0323
Religion site 0.1 0.0291
Slope 0.090 0.0264
Airports 0.083 0.0242
Industrial site 0.076 0.0224
Border 0.071 0.0208
Nature reserves 0.066 0.0194
Railways 0.062 0.0182
Wells 0.058 0.0171
3.439 1.0000
Ranking Exponent Method
This method needs an additional piece of information. The decision maker is required
to specify the weight of the most important criterion on a (0-1) scale. This weight is
generated from the formula:
For (p = 0) previous equation assigns equal weights to the evaluation criteria.
For( p = 1) the method results in rank sum weights. As (p) increases, normalized
weights gets steeper and steeper. Criteria weights by this method in table (3).
Anbari, Muhannad. Y. Thameer
editor@iaeme.com
Weights are generated from the normalized reciprocals of a criterion’s rank. The
is the rank for the ith
Criteria weights by this method in table (2).
normalized
weight
(wi)
0.2907
0.1454
0.0969
0.0727
0.0581
0.0485
0.0415
0.0363
0.0323
0.0291
0.0264
0.0242
0.0224
0.0208
0.0194
0.0182
0.0171
1.0000
This method needs an additional piece of information. The decision maker is required
1) scale. This weight is
qual weights to the evaluation criteria.
For( p = 1) the method results in rank sum weights. As (p) increases, normalized
Criteria weights by this method in table (3).
Landfill Site Selection by Using Pairwise Comparison, Rating, Ranking and Trade-off
Methods For Criteria Weighting
http://www.iaeme.com/IJCIET/index.asp 117 editor@iaeme.com
Table (3) Criteria weights by Rank exponent Method
straight
rank
(ri)
Criteria
(n)
Reciprocal
weight
(n- ri+1)
squire
reciprocal weight
(‫ܖ‬ − ‫ܚ‬ܑ + ૚)૛
normalized weight
(wi)
1 Urban centers 17 289 0.1774
2 Main river 15 225 0.1381
3 Roads 14 196 0.1203
4 Historical site 13 169 0.1037
5 Power lines 12 144 0.0884
6 Oil pipes 11 121 0.0743
7 Electrical .P. plant 10 100 0.0614
8 Cemetery 10 100 0.0614
9 Military Site 9 81 0.0497
10 Religion site 8 64 0.0393
11 Slope 7 49 0.0301
12 Airports 6 36 0.0221
13 Industrial site 5 25 0.0153
14 Border 4 16 0.0098
15 Nature reserves 3 9 0.0055
16 Railways 2 4 0.0025
17 Wells 1 1 0.0006
SUM 1629 1.0000
Finally, the average values for the three methods:
Table (4) Average Criteria weights by Rank method
Criteria Rank Sum
Rank
Reciprocal
Rank exponent
Average
Urban centers 0.111 0.2907 0.1774 0.193
Main river 0.105 0.1454 0.1381 0.127
Roads 0.098 0.0969 0.1203 0.103
Historical site 0.092 0.0727 0.1037 0.087
Power lines 0.085 0.0581 0.0884 0.075
Oil pipes 0.078 0.0485 0.0743 0.067
Electrical .P. plant 0.072 0.0415 0.0614 0.058
Cemetery 0.065 0.0363 0.0614 0.054
Military Site 0.059 0.0323 0.0497 0.047
Religion site 0.052 0.0291 0.0393 0.040
Slope 0.046 0.0264 0.0301 0.034
Airports 0.039 0.0242 0.0221 0.028
Industrial site 0.033 0.0224 0.0153 0.026
Border 0.026 0.0208 0.0098 0.021
Nature reserves 0.020 0.0194 0.0055 0.017
Railways 0.013 0.0182 0.0025 0.014
Wells 0.007 0.0171 0.0006 0.008
Prof. Dr. Mohammad .A. Al-Anbari, Muhannad. Y. Thameer
http://www.iaeme.com/IJCIET/index.asp 118 editor@iaeme.com
2.4.2 Rating Method
The rating methods require from the decision maker estimation the weights on the
basis of a predetermined scale; for example, a scale of ( 0 to 100 ) can be used [7].
The simplest approach of this method is (point allocation). The value of (0) refer that
criteria can be ignore where the value (100) represented that only one criteria must be
adapted [8]. This method does not constrain the decision maker’s responses. It is can
to change the any weight of one criterion without affecting the weight of another
criteria. Criteria weights by this method in table (5).
Table (5) Criteria weights by Rating Method
Ratio scale ( 100 - 0)
Original weight = (Ratio scale / lowest ratio scale)
Normalized weight = (Each Original weight / Sum of original weight)
straight
rank(ri)
Criteria
(n)
Ratio
Scale
Original
Weight
Normalized Weight
(wi)
1 Urban centers 100 20 0.1364
2 Main river 80 16 0.1091
3 Roads 75 15 0.1023
4 Historical site 70 14 0.0955
5 Power lines 65 13 0.0887
6 Oil pipes 60 12 0.0819
7 Electrical power plant 55 11 0.0750
8 Cemetery 50 10 0.0682
9 Military Site 40 8 0.0546
10 Religion site 35 7 0.0477
11 Slope 25 5 0.0341
12 Airports 22 4.4 0.0300
13 Industrial site 17 3.4 0.0232
14 Border 15 3 0.0205
15 Nature reserves 10 2 0.0136
16 Railways 9 1.8 0.0123
17 Wells 5 1 0.0068
146.6 1.0000
2.4.3 Trade-off Analysis Method (swing weights approach)
Decision maker in this method is required to make comparison of two alternatives
with respect to two criteria at a time and make an assessment which alternative is
preferred. The trade-offs define a unique set of weights that will allow all of the
equally preferred alternatives in the trade-offs to get the same overall value/utility[8].
Swings weights approach which is one of Trade-off Analysis Methods generates the
weights in way of asking the decision maker (DM) to make comparison between a
change from the least-preferred to the most-preferred value on one attribute to a
similar change in another attribute[7].Criteria weights by this method in table (6).
Landfill Site Selection by Using Pairwise Comparison, Rating, Ranking and Trade-off
Methods For Criteria Weighting
http://www.iaeme.com/IJCIET/index.asp 119 editor@iaeme.com
Table (6) Criteria weights by Trade-off Analysis Method
Criteria
(n)
Code
Weight comparing
with (W1)
Weights
(wi)
Urban centers W1 1 * 0.1088
Main river W2 0.9 0.0979
Roads W3 0.85 0.0925
Historical site W4 0.8 0.0871
Power lines W5 0.77 0.0838
Oil pipes W6 0.7 0.0762
Electrical power plant W7 0.65 0.0707
Cemetery W8 0.6 0.0653
Military Site W9 0.55 0.0598
Religion site W10 0.5 0.0544
Slope W11 0.44 0.0479
Airports W12 0.38 0.0413
Industrial site W13 0.35 0.0381
Border W14 0.25 0.0272
Nature reserves W15 0.2 0.0218
Railways W16 0.15 0.0163
Wells W17 0.1 0.0109
9.19 1.00
* W1=(1/9.19)
2.4.4. Pairwise Comparison Method
This method was developed by professor Saaty (1980), in the context of the analytic
hierarchy process. This method includes pairwise comparisons to generate a ratio
matrix. This method involve taken pairwise comparisons as input and produced
relative weights as output[9].Criteria weights by this method in figure (3)and table
(7).
Figure (3) comparison matrix.
UC CE MR HS IS NR WE OP EP SL AP PL RO RW MS BO RS
UC 1 6 4 5 5 6 9 7 5 6 6 6 6 6 6 8 9
CE 1/6 1 1 1 1/2 1 2 2 2 2 1 1 2 2 2 2 6
MR 1/4 1 1 5 3 4 7 5 5 3 5 5 6 7 4 5 6
HS 1/5 1 1/5 1 2 2 3 1/2 2 2 1 1 1/3 2 1 3 2
IS 1/5 2 1/3 1/2 1 1 2 2 1 2 3 1/5 1/2 1 1/2 1 1/2
NR 1/6 1 1/4 1/2 1 1 2 1 1/2 1 1/2 1 1/2 1/2 1 1 1
WE 1/9 1/2 1/7 1/3 1/2 1/2 1 1/2 1/3 1/4 1/4 1/2 1/5 1 1/4 1/3 1/2
OP 1/7 1/2 1/5 2 1/2 1 2 1 2 1 2 1 2 3 1/2 1/2 1/3
EP 1/5 1/2 1/5 1/2 1 2 3 1/2 1 2 1 2 2 3 1 2 1
SL 1/6 1/2 1/3 1/2 1/2 1 4 1 1/2 1 2 2 2 3 1/2 3 2
AP 1/6 1 1/5 1 1/3 2 4 1/2 1 1/2 1 1 1 2 1 3 1
PL 1/6 1 1/5 1 5 1 2 1 1/2 1/2 1 1 1/4 2 1 2 2
RO 1/6 1/2 1/6 3 2 2 5 1/2 1/2 1/2 1 4 1 5 3 4 3
RW 1/6 1/2 1/7 1/2 1 2 1 1/3 1/3 1/3 1/2 1/2 1/5 1 2 2 1/2
MS 1/6 1/2 1/4 1 2 1 4 2 1 2 1 1 1/3 1/2 1 2 2
BO 1/8 1/2 1/5 1/3 1 1 3 2 1/2 1/3 1/3 1/2 1/4 1/2 1/2 1 1
RS 1/9 1/6 1/6 1/2 2 1 2 3 1 1/2 1 1/2 1/3 2 1/2 1 1
Prof. Dr. Mohammad .A. Al-Anbari, Muhannad. Y. Thameer
http://www.iaeme.com/IJCIET/index.asp 120 editor@iaeme.com
*UC: Urban centers, CE: Cemetery, AP: Airports, MR: main river, HS: historical
site, IS: Industrial site, NR: nature reserves, Sl: slope, WE: Wells, OP: Oil pipes,
EP:Electrical power plant Industrial areas, PL: Power lines, RO: roads, RS: Religion
site, BO: border, MS: Military Site, RW: Railways
λmax = 19.525, CI = 0.1578, RI = 1.71 and CR = 0.09228< 0.1
Table (7) Criteria final weights by Pairwise Comparison method
Urban Centers 0.233 Military Sites 0.044
Main Rivers 0.148 Regional Sites 0.033
Roads 0.067 Slope 0.046
Historical sites 0.050 Airports 0.041
Electrical Power lines 0.044 Industrial sites 0.043
Oil Pipes 0.042 Borders 0.026
Electrical Power Plant 0.047 Nature Reserves 0.031
Cemetery 0.062 Railways 0.028
Wells 0.016
2.4.5 Comparing the methods
Table (8), summarizes the main features of the all methods for assessing criterion
weights [7]:
Table (8) shows the Comparison of the methods used in estimating weights
Trade-off
Analysis
Pairwise
Comparison
Rating
Method
Ranking
Method
Method features
YesYesPossiblePossibleHierarchical
Axiomatic/
deductive
Statistical/
heuristic
NoneNone
Underlying
theory
DifficultEasyVery easyVery easyEase of use
MediumHighHighLowTrustworthiness
Quit preciseQuit preciseNot preciseApproximationsPrecision
Logical
decision
Expert choiceSpreadsheetsSpreadsheets
Software
availability
Weights can be
imported from LD
Components of
IDRISI
Weights can be
imported from a
spreadsheet
Weights can be
imported from a
spreadsheet
Use in a GIS
environment
Landfill Site Selection by Using Pairwise Comparison, Rating, Ranking and Trade-off
Methods For Criteria Weighting
http://www.iaeme.com/IJCIET/index.asp 121 editor@iaeme.com
2.5 Criteria Reclasses
Each map layer is to be ranked by how suitable it is as a location for a new landfill.
However, in order to be able to combine them, a common scale (for example, 1-10)
giving higher values (scores) to more suitable attributes. It is usually assigned to each
class, using “Reclassify” option in ARC GIS 9.3 software as in figure below.
Figure (4) show the “Spatial Analyst – Reclasses” option in ARC GIS 9.3 software.
Table (1) show the summary of the Input Layers classesused in Analyzing.
Table (9) the summary of the Input Layers used in Analyzing.
Criteria Buffer Zone score
Urban Center
0 m - 5000 m 0
5000m-10000m 5
10000m-15000m 4
15000m-20000m 3
> 20000 m 1
Surface Water
0- 250 m 0
250 - 500 m 1
500 - 750 m 3
Prof. Dr. Mohammad .A. Al-Anbari, Muhannad. Y. Thameer
http://www.iaeme.com/IJCIET/index.asp 122 editor@iaeme.com
Criteria Buffer Zone score
750 - 1000 m 4
> 1000 m 5
Main Roads
(0m - 500m) 0
500m-1000m 5
1000m-1500m 4
1500m-2000m 3
> 2000 m 1
Airport
0- 3000 m 0
3000- 6000 m 1
6000- 9000 m 3
9000- 12000 m 4
> 12000 m 5
Historical areas
0 - 1500 m 0
> 1500 m 5
High Voltage powerlines
0- 30 m 0
> 30 m 5
Oil pipes lines
0 - 75 m 0
> 75 m 5
Military Area
0-500 0
> 500 m 5
Rail Way
(0m - 500m) 0
>500 m 5
industrial investment zones
0 - 250 m 0
> 250 m 5
The cemetery
0 - 1500 m 0
> 1500 m 5
Religious areas
0 - 1500 m 0
> 1500 m 5
Wells
0- 400 m 0
> 400 m 5
Nature reserves
0- 400 m 0
> 400 m 5
Electrical power plant
0 - 250 m 0
> 250 m 5
Border
0-1000 m 0
> 1000 m 5
slope
0- 15 % 5
> 15 % 0
2.6. Results
After of all input data layers preparation, one method is selected among the decision
rules to analyze the data of digital environment maps for landfill site selection by
using Geographic Information Systems (GIS). The selected method is Simple
Landfill Site Selection by Using Pairwise Comparison, Rating, Ranking and Trade-off
Methods For Criteria Weighting
http://www.iaeme.com/IJCIET/index.asp 123 editor@iaeme.com
Additive Weighting (SAW) method. The output digital environmental maps produced
by the method include the multiplication of data layers, weights and constraints. The
simple additive weighting method evaluates each alternative, by the following
formula [10]:
Ai=∑wj.xij
Where (xij) is the score of the (ith) alternative with respect to the(jth) criteria, (wj)
is the weighted criteria.(wj) in this formula used from different criteria weighting
method. The score value of this resultant map is evaluated and it between (1.88 to
9.28), the output values are divided into seven classes. The white color refer to most
suitable area for landfill sitting. Figure ( 5 ) continue the four suitability index maps
by using four criteria weighting methods.
Figure (5) suitability index maps by using four criteria weighting methods.
Prof. Dr. Mohammad .A. Al-Anbari, Muhannad. Y. Thameer
http://www.iaeme.com/IJCIET/index.asp 124 editor@iaeme.com
2.7. Conclusions & Recommendations
Based on results from applied the models by for different methods for criteria
weighting, some conclusions and recommendations can be noted:
• When the factors like the ease-of-use feature , time and cost included in
generating a set of criteria weights are the major concerns, you must choose
the ranking, rating or (trade-off analysis)methods to be applied. On the other
hand, when the accuracy and theoretical foundations are the major concerns,
you should take (pairwise comparison) to be applied.
• Criteria weights calculated by Rating and Trade-off methods, often to be
closed together and no large variation on value (from 0.136 to 0.006 and from
0.1 to 0.01). But there is large variation by ranking and pairwise comparison
(from 0.233 to 0.016 and from 0.193 to 0.008).
• Number of selected landfill sites by Ranking, or Pairwise comparison criteria
weighting method remain the same (five sites), but there are different in the
volume of landfill site in west of study area (site with strip shape). But with
(trade-off analysis)or Rating method there is a lot of other sites selected beside
the urban center therefore, this methods not valid to criteria weighting for site
selection process.
• It recommended to use pairwise comparison method for weighting criteria at
any site selection process or any process based on accuracy and theoretical
foundations.
REFERENCES
[1] Chandrappa, R., Das, D.B, 2012, "Solid Waste Management Principles
and Practice", Springer-Verlag Berlin Heidelberg.
[2] Greene, R., 2010, "Addressing Accessibility Challenges of GIS-based
Multiple-Criteria Decision Analysis for Integrated Land Management:
Case study in the Humber region of Newfoundland and Labrador, M.sc,
Department of Geography, Memorial University of Newfoundland.
[3] Kadhim Naief Kadhim Al-Taee, Thair Jabbar Mizhir Al-Fatlawi And Zainab Falah
Hussein Al-Barrak, Lowering Groundwater In The Archaelogical Babylon City
Using Underground Dams. International Journal of Civil Engineering and
Technology, 6(4), 2015, pp. 107-119.
[4] Inter-Agency Information and analysis Unit ,2009, "Najaf Governorate
Profile", Najaf, Iraq.
[5] Malczewski, J. (1997) Propagation of Errors in Multicriteria Location
Analysis: A Case Study. In: Fandel, G. and Gal, T., Eds., Multiple Criteria
Decision Making, Springer, Berlin, 154-155.
[6] Pariatamby, A., Tanaka, M., 2014," Municipal Solid Waste Management
in Asia and the Pacific Islands, Challenges and Strategic Solutions",
Springer Singapore Heidelberg New York Dordrecht London.
[7] Ahmed, S.,M., 2006," Using GIS in Solid Waste Management Planning :A
case study for Aurangabad, India", Final Master’s Thesis, Link◌ِ ping,
Sweden.
[8] Şener, B., 2004, "Landfill Site Selection by Using Geographic Information
Systems", M.Sc., Department of Geological Engineering, The Graduate
Landfill Site Selection by Using Pairwise Comparison, Rating, Ranking and Trade-off
Methods For Criteria Weighting
http://www.iaeme.com/IJCIET/index.asp 125 editor@iaeme.com
School Of Natural and Applied Sciences of Middle East Technical
University.
[9] Malczewski,J, 1999, "GIS AND Multicriteria Decision Analysis", John
Wiley & Sons, Inc. New York.
[10] Kadhim Naief Kadhim and Ahmed Awad Matr Al-Abody, The Geotechnical Maps
For Bearing Capacity by Using Gis and Quality of Ground Water For Al-Imam
District (Babil - Iraq). International Journal of Civil Engineering and Technology,
6(10), 2015, pp. 176-184.
[11] Jasim, H . K., 2012, " Using Environmental Information Database to
Select Sanitary Landfills in Babylon Governorate", MSc. ,Civil
Engineering Department, University of Babylon, Iraq.
[12] Al-Anbari, R., Alnakeeb, A., 2013 "Landfill Site Selection for Kerbala
Municipal Solid Wastes by Using Geographical Information System
Techniques", Eng.& Tech. Journal, Vol. 32, Part (A), No. 13, 2014.

More Related Content

What's hot

Quantitative evaluation and analysis of morphometric parameters derived from ...
Quantitative evaluation and analysis of morphometric parameters derived from ...Quantitative evaluation and analysis of morphometric parameters derived from ...
Quantitative evaluation and analysis of morphometric parameters derived from ...AM Publications
 
Quantitative Morphometric analysis of a Semi Urban Watershed, Trans Yamuna, ...
Quantitative Morphometric analysis of a Semi Urban Watershed,  Trans Yamuna, ...Quantitative Morphometric analysis of a Semi Urban Watershed,  Trans Yamuna, ...
Quantitative Morphometric analysis of a Semi Urban Watershed, Trans Yamuna, ...IJMER
 
Integrated assessment of high mountain hazards and related prevention strateg...
Integrated assessment of high mountain hazards and related prevention strateg...Integrated assessment of high mountain hazards and related prevention strateg...
Integrated assessment of high mountain hazards and related prevention strateg...Global Risk Forum GRFDavos
 
Design Methodology for Feasible Railway Alignment
Design Methodology for Feasible Railway AlignmentDesign Methodology for Feasible Railway Alignment
Design Methodology for Feasible Railway AlignmentIRJET Journal
 

What's hot (13)

20320130406021 2-3
20320130406021 2-320320130406021 2-3
20320130406021 2-3
 
Quantitative evaluation and analysis of morphometric parameters derived from ...
Quantitative evaluation and analysis of morphometric parameters derived from ...Quantitative evaluation and analysis of morphometric parameters derived from ...
Quantitative evaluation and analysis of morphometric parameters derived from ...
 
Ijsea03031003
Ijsea03031003Ijsea03031003
Ijsea03031003
 
I1037175
I1037175I1037175
I1037175
 
Quantitative Morphometric analysis of a Semi Urban Watershed, Trans Yamuna, ...
Quantitative Morphometric analysis of a Semi Urban Watershed,  Trans Yamuna, ...Quantitative Morphometric analysis of a Semi Urban Watershed,  Trans Yamuna, ...
Quantitative Morphometric analysis of a Semi Urban Watershed, Trans Yamuna, ...
 
Ijciet 10 01_180
Ijciet 10 01_180Ijciet 10 01_180
Ijciet 10 01_180
 
CV-Dr Amer Salman- 2015
CV-Dr Amer Salman- 2015CV-Dr Amer Salman- 2015
CV-Dr Amer Salman- 2015
 
1084-007.pdf
1084-007.pdf1084-007.pdf
1084-007.pdf
 
Integrated assessment of high mountain hazards and related prevention strateg...
Integrated assessment of high mountain hazards and related prevention strateg...Integrated assessment of high mountain hazards and related prevention strateg...
Integrated assessment of high mountain hazards and related prevention strateg...
 
Oil Production Efficiency Of Marginal Fields In The Phitsanulok Basin By Simu...
Oil Production Efficiency Of Marginal Fields In The Phitsanulok Basin By Simu...Oil Production Efficiency Of Marginal Fields In The Phitsanulok Basin By Simu...
Oil Production Efficiency Of Marginal Fields In The Phitsanulok Basin By Simu...
 
Design Methodology for Feasible Railway Alignment
Design Methodology for Feasible Railway AlignmentDesign Methodology for Feasible Railway Alignment
Design Methodology for Feasible Railway Alignment
 
Ijirt148701 paper
Ijirt148701 paperIjirt148701 paper
Ijirt148701 paper
 
D05731416
D05731416D05731416
D05731416
 

Viewers also liked

Municipal solid waste landfill site selection in the Sekondi-Takoradi metropo...
Municipal solid waste landfill site selection in the Sekondi-Takoradi metropo...Municipal solid waste landfill site selection in the Sekondi-Takoradi metropo...
Municipal solid waste landfill site selection in the Sekondi-Takoradi metropo...Premier Publishers
 
Identification of appropriate landfill sites for City of Chittagong
Identification of appropriate landfill sites for City of ChittagongIdentification of appropriate landfill sites for City of Chittagong
Identification of appropriate landfill sites for City of ChittagongKazi Mahfuzur Rahman
 
2015 ISOSWO APWA Spring Conference: Landfill Fires 3
2015 ISOSWO APWA Spring Conference: Landfill Fires 32015 ISOSWO APWA Spring Conference: Landfill Fires 3
2015 ISOSWO APWA Spring Conference: Landfill Fires 3isoswo
 
Gude Landfill Remediation Approach Update, Community Meeting, September 18, 2012
Gude Landfill Remediation Approach Update, Community Meeting, September 18, 2012Gude Landfill Remediation Approach Update, Community Meeting, September 18, 2012
Gude Landfill Remediation Approach Update, Community Meeting, September 18, 2012Recycling and Resource Management Division
 
Mba2216 week 11 data analysis part 03 appendix
Mba2216 week 11 data analysis part 03 appendixMba2216 week 11 data analysis part 03 appendix
Mba2216 week 11 data analysis part 03 appendixStephen Ong
 
Learn how to do a conjoint analysis project in 1 hr
Learn how to do a conjoint analysis project in 1 hrLearn how to do a conjoint analysis project in 1 hr
Learn how to do a conjoint analysis project in 1 hrQuestionPro
 
Landfill Lifecycle Planning
Landfill Lifecycle PlanningLandfill Lifecycle Planning
Landfill Lifecycle Planningjbreedlove
 
Introduction to disposal part 1 landfill
Introduction to disposal part 1 landfillIntroduction to disposal part 1 landfill
Introduction to disposal part 1 landfillRehab O. Abdel Rahman
 
11.1 practical tools on solid waste management of imidugudu, towns and citie...
11.1  practical tools on solid waste management of imidugudu, towns and citie...11.1  practical tools on solid waste management of imidugudu, towns and citie...
11.1 practical tools on solid waste management of imidugudu, towns and citie...NISHIMWE PIUS
 
Landfill Issues
Landfill IssuesLandfill Issues
Landfill Issuesrhendrix20
 
Grady Road Landfill
Grady Road LandfillGrady Road Landfill
Grady Road Landfilltcooper66
 
Landfill Remediation Project - Student redesigns: Land Use Sustainable Develo...
Landfill Remediation Project - Student redesigns: Land Use Sustainable Develo...Landfill Remediation Project - Student redesigns: Land Use Sustainable Develo...
Landfill Remediation Project - Student redesigns: Land Use Sustainable Develo...Andrea Drabicki
 
Landfill leachate treatment practical case
Landfill leachate treatment practical caseLandfill leachate treatment practical case
Landfill leachate treatment practical caseFanny Zhang
 
Conjoint analysis
Conjoint analysisConjoint analysis
Conjoint analysisSunny Bose
 

Viewers also liked (20)

Conjoint analysis
Conjoint analysisConjoint analysis
Conjoint analysis
 
Municipal solid waste landfill site selection in the Sekondi-Takoradi metropo...
Municipal solid waste landfill site selection in the Sekondi-Takoradi metropo...Municipal solid waste landfill site selection in the Sekondi-Takoradi metropo...
Municipal solid waste landfill site selection in the Sekondi-Takoradi metropo...
 
Identification of appropriate landfill sites for City of Chittagong
Identification of appropriate landfill sites for City of ChittagongIdentification of appropriate landfill sites for City of Chittagong
Identification of appropriate landfill sites for City of Chittagong
 
2015 ISOSWO APWA Spring Conference: Landfill Fires 3
2015 ISOSWO APWA Spring Conference: Landfill Fires 32015 ISOSWO APWA Spring Conference: Landfill Fires 3
2015 ISOSWO APWA Spring Conference: Landfill Fires 3
 
9 ano paralelo 3 bi
9 ano   paralelo 3 bi9 ano   paralelo 3 bi
9 ano paralelo 3 bi
 
Neill's landfield site assessment
Neill's landfield site assessment Neill's landfield site assessment
Neill's landfield site assessment
 
Gude Landfill Remediation Approach Update, Community Meeting, September 18, 2012
Gude Landfill Remediation Approach Update, Community Meeting, September 18, 2012Gude Landfill Remediation Approach Update, Community Meeting, September 18, 2012
Gude Landfill Remediation Approach Update, Community Meeting, September 18, 2012
 
Mba2216 week 11 data analysis part 03 appendix
Mba2216 week 11 data analysis part 03 appendixMba2216 week 11 data analysis part 03 appendix
Mba2216 week 11 data analysis part 03 appendix
 
SUSTAINABILITY: LANDFILLS
SUSTAINABILITY: LANDFILLSSUSTAINABILITY: LANDFILLS
SUSTAINABILITY: LANDFILLS
 
Learn how to do a conjoint analysis project in 1 hr
Learn how to do a conjoint analysis project in 1 hrLearn how to do a conjoint analysis project in 1 hr
Learn how to do a conjoint analysis project in 1 hr
 
Landfill Lifecycle Planning
Landfill Lifecycle PlanningLandfill Lifecycle Planning
Landfill Lifecycle Planning
 
Introduction to disposal part 1 landfill
Introduction to disposal part 1 landfillIntroduction to disposal part 1 landfill
Introduction to disposal part 1 landfill
 
11.1 practical tools on solid waste management of imidugudu, towns and citie...
11.1  practical tools on solid waste management of imidugudu, towns and citie...11.1  practical tools on solid waste management of imidugudu, towns and citie...
11.1 practical tools on solid waste management of imidugudu, towns and citie...
 
Landfill Issues
Landfill IssuesLandfill Issues
Landfill Issues
 
Grady Road Landfill
Grady Road LandfillGrady Road Landfill
Grady Road Landfill
 
Landfill Remediation Project - Student redesigns: Land Use Sustainable Develo...
Landfill Remediation Project - Student redesigns: Land Use Sustainable Develo...Landfill Remediation Project - Student redesigns: Land Use Sustainable Develo...
Landfill Remediation Project - Student redesigns: Land Use Sustainable Develo...
 
Landfill leachate treatment practical case
Landfill leachate treatment practical caseLandfill leachate treatment practical case
Landfill leachate treatment practical case
 
Landfill revised
Landfill revisedLandfill revised
Landfill revised
 
Conjoint analysis
Conjoint analysisConjoint analysis
Conjoint analysis
 
Landfill - Basics
Landfill - BasicsLandfill - Basics
Landfill - Basics
 

Similar to LANDFILL SITE SELECTION BY USING PAIRWISE COMPARISON, RATING, RANKING AND TRADE-OFF METHODS FOR CRITERIA WEIGHTING

MethodologyThe methodology of mapping used in RainWater Harvest.docx
MethodologyThe methodology of mapping used in RainWater Harvest.docxMethodologyThe methodology of mapping used in RainWater Harvest.docx
MethodologyThe methodology of mapping used in RainWater Harvest.docxARIV4
 
Landfill site selection salahadin university
Landfill site selection salahadin universityLandfill site selection salahadin university
Landfill site selection salahadin universityluqman geotechnic
 
Evaluating_the_safety_performance_o.pdf
Evaluating_the_safety_performance_o.pdfEvaluating_the_safety_performance_o.pdf
Evaluating_the_safety_performance_o.pdfEsraaAlhaj3
 
Traffic census and analysis (a case study)
Traffic census and analysis (a case study)Traffic census and analysis (a case study)
Traffic census and analysis (a case study)eSAT Journals
 
Multi-Criteria Decision Making in Hotel Site Selection
Multi-Criteria Decision Making in Hotel Site Selection Multi-Criteria Decision Making in Hotel Site Selection
Multi-Criteria Decision Making in Hotel Site Selection inventionjournals
 
Operational evaluation of road
Operational evaluation of roadOperational evaluation of road
Operational evaluation of roadAlexander Decker
 
USING THE ANALYTIC HIERARCHY PROCESS AND GIS FOR DECISION MAKING IN RURAL HIG...
USING THE ANALYTIC HIERARCHY PROCESS AND GIS FOR DECISION MAKING IN RURAL HIG...USING THE ANALYTIC HIERARCHY PROCESS AND GIS FOR DECISION MAKING IN RURAL HIG...
USING THE ANALYTIC HIERARCHY PROCESS AND GIS FOR DECISION MAKING IN RURAL HIG...IAEME Publication
 
McCalley-Li-CIGRE2014Final (2)
McCalley-Li-CIGRE2014Final (2)McCalley-Li-CIGRE2014Final (2)
McCalley-Li-CIGRE2014Final (2)Yifan Li
 
IRJET- A Review Paper on Traffic Regulation at Highway Intersection
IRJET- A Review Paper on Traffic Regulation at Highway IntersectionIRJET- A Review Paper on Traffic Regulation at Highway Intersection
IRJET- A Review Paper on Traffic Regulation at Highway IntersectionIRJET Journal
 
Selection of wastewater treatment process based on analytical hierarchy process
Selection of wastewater treatment process based on analytical hierarchy processSelection of wastewater treatment process based on analytical hierarchy process
Selection of wastewater treatment process based on analytical hierarchy processIAEME Publication
 
IDENTIFICATION OF BLACKSPOTS IN PALA-THODUPUZHA ROADAND RECOMMENDATION OF REM...
IDENTIFICATION OF BLACKSPOTS IN PALA-THODUPUZHA ROADAND RECOMMENDATION OF REM...IDENTIFICATION OF BLACKSPOTS IN PALA-THODUPUZHA ROADAND RECOMMENDATION OF REM...
IDENTIFICATION OF BLACKSPOTS IN PALA-THODUPUZHA ROADAND RECOMMENDATION OF REM...IRJET Journal
 
Design of traffic signal on NH-12 near Barkatullah University, Bhopal Distric...
Design of traffic signal on NH-12 near Barkatullah University, Bhopal Distric...Design of traffic signal on NH-12 near Barkatullah University, Bhopal Distric...
Design of traffic signal on NH-12 near Barkatullah University, Bhopal Distric...IRJET Journal
 
ATE - U-I.pptx
ATE - U-I.pptxATE - U-I.pptx
ATE - U-I.pptxCivilhod15
 
PROGRESSIVE TRENDS IN ROAD SAFETY OF CARGO VEHICLES
PROGRESSIVE TRENDS IN ROAD SAFETY OF CARGO VEHICLESPROGRESSIVE TRENDS IN ROAD SAFETY OF CARGO VEHICLES
PROGRESSIVE TRENDS IN ROAD SAFETY OF CARGO VEHICLESijiert bestjournal
 
PAVEMENT DESIGN BY USING GEOTEXTILE
 PAVEMENT DESIGN BY USING GEOTEXTILE  PAVEMENT DESIGN BY USING GEOTEXTILE
PAVEMENT DESIGN BY USING GEOTEXTILE IAEME Publication
 

Similar to LANDFILL SITE SELECTION BY USING PAIRWISE COMPARISON, RATING, RANKING AND TRADE-OFF METHODS FOR CRITERIA WEIGHTING (20)

20120140507001
2012014050700120120140507001
20120140507001
 
MethodologyThe methodology of mapping used in RainWater Harvest.docx
MethodologyThe methodology of mapping used in RainWater Harvest.docxMethodologyThe methodology of mapping used in RainWater Harvest.docx
MethodologyThe methodology of mapping used in RainWater Harvest.docx
 
Landfill site selection salahadin university
Landfill site selection salahadin universityLandfill site selection salahadin university
Landfill site selection salahadin university
 
Evaluating_the_safety_performance_o.pdf
Evaluating_the_safety_performance_o.pdfEvaluating_the_safety_performance_o.pdf
Evaluating_the_safety_performance_o.pdf
 
Traffic census and analysis (a case study)
Traffic census and analysis (a case study)Traffic census and analysis (a case study)
Traffic census and analysis (a case study)
 
Multi-Criteria Decision Making in Hotel Site Selection
Multi-Criteria Decision Making in Hotel Site Selection Multi-Criteria Decision Making in Hotel Site Selection
Multi-Criteria Decision Making in Hotel Site Selection
 
Operational evaluation of road
Operational evaluation of roadOperational evaluation of road
Operational evaluation of road
 
USING THE ANALYTIC HIERARCHY PROCESS AND GIS FOR DECISION MAKING IN RURAL HIG...
USING THE ANALYTIC HIERARCHY PROCESS AND GIS FOR DECISION MAKING IN RURAL HIG...USING THE ANALYTIC HIERARCHY PROCESS AND GIS FOR DECISION MAKING IN RURAL HIG...
USING THE ANALYTIC HIERARCHY PROCESS AND GIS FOR DECISION MAKING IN RURAL HIG...
 
Ijciet 10 01_010
Ijciet 10 01_010Ijciet 10 01_010
Ijciet 10 01_010
 
McCalley-Li-CIGRE2014Final (2)
McCalley-Li-CIGRE2014Final (2)McCalley-Li-CIGRE2014Final (2)
McCalley-Li-CIGRE2014Final (2)
 
IRJET- A Review Paper on Traffic Regulation at Highway Intersection
IRJET- A Review Paper on Traffic Regulation at Highway IntersectionIRJET- A Review Paper on Traffic Regulation at Highway Intersection
IRJET- A Review Paper on Traffic Regulation at Highway Intersection
 
Selection of wastewater treatment process based on analytical hierarchy process
Selection of wastewater treatment process based on analytical hierarchy processSelection of wastewater treatment process based on analytical hierarchy process
Selection of wastewater treatment process based on analytical hierarchy process
 
IDENTIFICATION OF BLACKSPOTS IN PALA-THODUPUZHA ROADAND RECOMMENDATION OF REM...
IDENTIFICATION OF BLACKSPOTS IN PALA-THODUPUZHA ROADAND RECOMMENDATION OF REM...IDENTIFICATION OF BLACKSPOTS IN PALA-THODUPUZHA ROADAND RECOMMENDATION OF REM...
IDENTIFICATION OF BLACKSPOTS IN PALA-THODUPUZHA ROADAND RECOMMENDATION OF REM...
 
R130403115130
R130403115130R130403115130
R130403115130
 
Design of traffic signal on NH-12 near Barkatullah University, Bhopal Distric...
Design of traffic signal on NH-12 near Barkatullah University, Bhopal Distric...Design of traffic signal on NH-12 near Barkatullah University, Bhopal Distric...
Design of traffic signal on NH-12 near Barkatullah University, Bhopal Distric...
 
ATE - U-I.pptx
ATE - U-I.pptxATE - U-I.pptx
ATE - U-I.pptx
 
PROGRESSIVE TRENDS IN ROAD SAFETY OF CARGO VEHICLES
PROGRESSIVE TRENDS IN ROAD SAFETY OF CARGO VEHICLESPROGRESSIVE TRENDS IN ROAD SAFETY OF CARGO VEHICLES
PROGRESSIVE TRENDS IN ROAD SAFETY OF CARGO VEHICLES
 
JOURNAL
JOURNALJOURNAL
JOURNAL
 
Flight cost calculation for unmanned air vehicle based on path length and hea...
Flight cost calculation for unmanned air vehicle based on path length and hea...Flight cost calculation for unmanned air vehicle based on path length and hea...
Flight cost calculation for unmanned air vehicle based on path length and hea...
 
PAVEMENT DESIGN BY USING GEOTEXTILE
 PAVEMENT DESIGN BY USING GEOTEXTILE  PAVEMENT DESIGN BY USING GEOTEXTILE
PAVEMENT DESIGN BY USING GEOTEXTILE
 

More from IAEME Publication

IAEME_Publication_Call_for_Paper_September_2022.pdf
IAEME_Publication_Call_for_Paper_September_2022.pdfIAEME_Publication_Call_for_Paper_September_2022.pdf
IAEME_Publication_Call_for_Paper_September_2022.pdfIAEME Publication
 
MODELING AND ANALYSIS OF SURFACE ROUGHNESS AND WHITE LATER THICKNESS IN WIRE-...
MODELING AND ANALYSIS OF SURFACE ROUGHNESS AND WHITE LATER THICKNESS IN WIRE-...MODELING AND ANALYSIS OF SURFACE ROUGHNESS AND WHITE LATER THICKNESS IN WIRE-...
MODELING AND ANALYSIS OF SURFACE ROUGHNESS AND WHITE LATER THICKNESS IN WIRE-...IAEME Publication
 
A STUDY ON THE REASONS FOR TRANSGENDER TO BECOME ENTREPRENEURS
A STUDY ON THE REASONS FOR TRANSGENDER TO BECOME ENTREPRENEURSA STUDY ON THE REASONS FOR TRANSGENDER TO BECOME ENTREPRENEURS
A STUDY ON THE REASONS FOR TRANSGENDER TO BECOME ENTREPRENEURSIAEME Publication
 
BROAD UNEXPOSED SKILLS OF TRANSGENDER ENTREPRENEURS
BROAD UNEXPOSED SKILLS OF TRANSGENDER ENTREPRENEURSBROAD UNEXPOSED SKILLS OF TRANSGENDER ENTREPRENEURS
BROAD UNEXPOSED SKILLS OF TRANSGENDER ENTREPRENEURSIAEME Publication
 
DETERMINANTS AFFECTING THE USER'S INTENTION TO USE MOBILE BANKING APPLICATIONS
DETERMINANTS AFFECTING THE USER'S INTENTION TO USE MOBILE BANKING APPLICATIONSDETERMINANTS AFFECTING THE USER'S INTENTION TO USE MOBILE BANKING APPLICATIONS
DETERMINANTS AFFECTING THE USER'S INTENTION TO USE MOBILE BANKING APPLICATIONSIAEME Publication
 
ANALYSE THE USER PREDILECTION ON GPAY AND PHONEPE FOR DIGITAL TRANSACTIONS
ANALYSE THE USER PREDILECTION ON GPAY AND PHONEPE FOR DIGITAL TRANSACTIONSANALYSE THE USER PREDILECTION ON GPAY AND PHONEPE FOR DIGITAL TRANSACTIONS
ANALYSE THE USER PREDILECTION ON GPAY AND PHONEPE FOR DIGITAL TRANSACTIONSIAEME Publication
 
VOICE BASED ATM FOR VISUALLY IMPAIRED USING ARDUINO
VOICE BASED ATM FOR VISUALLY IMPAIRED USING ARDUINOVOICE BASED ATM FOR VISUALLY IMPAIRED USING ARDUINO
VOICE BASED ATM FOR VISUALLY IMPAIRED USING ARDUINOIAEME Publication
 
IMPACT OF EMOTIONAL INTELLIGENCE ON HUMAN RESOURCE MANAGEMENT PRACTICES AMONG...
IMPACT OF EMOTIONAL INTELLIGENCE ON HUMAN RESOURCE MANAGEMENT PRACTICES AMONG...IMPACT OF EMOTIONAL INTELLIGENCE ON HUMAN RESOURCE MANAGEMENT PRACTICES AMONG...
IMPACT OF EMOTIONAL INTELLIGENCE ON HUMAN RESOURCE MANAGEMENT PRACTICES AMONG...IAEME Publication
 
VISUALISING AGING PARENTS & THEIR CLOSE CARERS LIFE JOURNEY IN AGING ECONOMY
VISUALISING AGING PARENTS & THEIR CLOSE CARERS LIFE JOURNEY IN AGING ECONOMYVISUALISING AGING PARENTS & THEIR CLOSE CARERS LIFE JOURNEY IN AGING ECONOMY
VISUALISING AGING PARENTS & THEIR CLOSE CARERS LIFE JOURNEY IN AGING ECONOMYIAEME Publication
 
A STUDY ON THE IMPACT OF ORGANIZATIONAL CULTURE ON THE EFFECTIVENESS OF PERFO...
A STUDY ON THE IMPACT OF ORGANIZATIONAL CULTURE ON THE EFFECTIVENESS OF PERFO...A STUDY ON THE IMPACT OF ORGANIZATIONAL CULTURE ON THE EFFECTIVENESS OF PERFO...
A STUDY ON THE IMPACT OF ORGANIZATIONAL CULTURE ON THE EFFECTIVENESS OF PERFO...IAEME Publication
 
GANDHI ON NON-VIOLENT POLICE
GANDHI ON NON-VIOLENT POLICEGANDHI ON NON-VIOLENT POLICE
GANDHI ON NON-VIOLENT POLICEIAEME Publication
 
A STUDY ON TALENT MANAGEMENT AND ITS IMPACT ON EMPLOYEE RETENTION IN SELECTED...
A STUDY ON TALENT MANAGEMENT AND ITS IMPACT ON EMPLOYEE RETENTION IN SELECTED...A STUDY ON TALENT MANAGEMENT AND ITS IMPACT ON EMPLOYEE RETENTION IN SELECTED...
A STUDY ON TALENT MANAGEMENT AND ITS IMPACT ON EMPLOYEE RETENTION IN SELECTED...IAEME Publication
 
ATTRITION IN THE IT INDUSTRY DURING COVID-19 PANDEMIC: LINKING EMOTIONAL INTE...
ATTRITION IN THE IT INDUSTRY DURING COVID-19 PANDEMIC: LINKING EMOTIONAL INTE...ATTRITION IN THE IT INDUSTRY DURING COVID-19 PANDEMIC: LINKING EMOTIONAL INTE...
ATTRITION IN THE IT INDUSTRY DURING COVID-19 PANDEMIC: LINKING EMOTIONAL INTE...IAEME Publication
 
INFLUENCE OF TALENT MANAGEMENT PRACTICES ON ORGANIZATIONAL PERFORMANCE A STUD...
INFLUENCE OF TALENT MANAGEMENT PRACTICES ON ORGANIZATIONAL PERFORMANCE A STUD...INFLUENCE OF TALENT MANAGEMENT PRACTICES ON ORGANIZATIONAL PERFORMANCE A STUD...
INFLUENCE OF TALENT MANAGEMENT PRACTICES ON ORGANIZATIONAL PERFORMANCE A STUD...IAEME Publication
 
A STUDY OF VARIOUS TYPES OF LOANS OF SELECTED PUBLIC AND PRIVATE SECTOR BANKS...
A STUDY OF VARIOUS TYPES OF LOANS OF SELECTED PUBLIC AND PRIVATE SECTOR BANKS...A STUDY OF VARIOUS TYPES OF LOANS OF SELECTED PUBLIC AND PRIVATE SECTOR BANKS...
A STUDY OF VARIOUS TYPES OF LOANS OF SELECTED PUBLIC AND PRIVATE SECTOR BANKS...IAEME Publication
 
EXPERIMENTAL STUDY OF MECHANICAL AND TRIBOLOGICAL RELATION OF NYLON/BaSO4 POL...
EXPERIMENTAL STUDY OF MECHANICAL AND TRIBOLOGICAL RELATION OF NYLON/BaSO4 POL...EXPERIMENTAL STUDY OF MECHANICAL AND TRIBOLOGICAL RELATION OF NYLON/BaSO4 POL...
EXPERIMENTAL STUDY OF MECHANICAL AND TRIBOLOGICAL RELATION OF NYLON/BaSO4 POL...IAEME Publication
 
ROLE OF SOCIAL ENTREPRENEURSHIP IN RURAL DEVELOPMENT OF INDIA - PROBLEMS AND ...
ROLE OF SOCIAL ENTREPRENEURSHIP IN RURAL DEVELOPMENT OF INDIA - PROBLEMS AND ...ROLE OF SOCIAL ENTREPRENEURSHIP IN RURAL DEVELOPMENT OF INDIA - PROBLEMS AND ...
ROLE OF SOCIAL ENTREPRENEURSHIP IN RURAL DEVELOPMENT OF INDIA - PROBLEMS AND ...IAEME Publication
 
OPTIMAL RECONFIGURATION OF POWER DISTRIBUTION RADIAL NETWORK USING HYBRID MET...
OPTIMAL RECONFIGURATION OF POWER DISTRIBUTION RADIAL NETWORK USING HYBRID MET...OPTIMAL RECONFIGURATION OF POWER DISTRIBUTION RADIAL NETWORK USING HYBRID MET...
OPTIMAL RECONFIGURATION OF POWER DISTRIBUTION RADIAL NETWORK USING HYBRID MET...IAEME Publication
 
APPLICATION OF FRUGAL APPROACH FOR PRODUCTIVITY IMPROVEMENT - A CASE STUDY OF...
APPLICATION OF FRUGAL APPROACH FOR PRODUCTIVITY IMPROVEMENT - A CASE STUDY OF...APPLICATION OF FRUGAL APPROACH FOR PRODUCTIVITY IMPROVEMENT - A CASE STUDY OF...
APPLICATION OF FRUGAL APPROACH FOR PRODUCTIVITY IMPROVEMENT - A CASE STUDY OF...IAEME Publication
 
A MULTIPLE – CHANNEL QUEUING MODELS ON FUZZY ENVIRONMENT
A MULTIPLE – CHANNEL QUEUING MODELS ON FUZZY ENVIRONMENTA MULTIPLE – CHANNEL QUEUING MODELS ON FUZZY ENVIRONMENT
A MULTIPLE – CHANNEL QUEUING MODELS ON FUZZY ENVIRONMENTIAEME Publication
 

More from IAEME Publication (20)

IAEME_Publication_Call_for_Paper_September_2022.pdf
IAEME_Publication_Call_for_Paper_September_2022.pdfIAEME_Publication_Call_for_Paper_September_2022.pdf
IAEME_Publication_Call_for_Paper_September_2022.pdf
 
MODELING AND ANALYSIS OF SURFACE ROUGHNESS AND WHITE LATER THICKNESS IN WIRE-...
MODELING AND ANALYSIS OF SURFACE ROUGHNESS AND WHITE LATER THICKNESS IN WIRE-...MODELING AND ANALYSIS OF SURFACE ROUGHNESS AND WHITE LATER THICKNESS IN WIRE-...
MODELING AND ANALYSIS OF SURFACE ROUGHNESS AND WHITE LATER THICKNESS IN WIRE-...
 
A STUDY ON THE REASONS FOR TRANSGENDER TO BECOME ENTREPRENEURS
A STUDY ON THE REASONS FOR TRANSGENDER TO BECOME ENTREPRENEURSA STUDY ON THE REASONS FOR TRANSGENDER TO BECOME ENTREPRENEURS
A STUDY ON THE REASONS FOR TRANSGENDER TO BECOME ENTREPRENEURS
 
BROAD UNEXPOSED SKILLS OF TRANSGENDER ENTREPRENEURS
BROAD UNEXPOSED SKILLS OF TRANSGENDER ENTREPRENEURSBROAD UNEXPOSED SKILLS OF TRANSGENDER ENTREPRENEURS
BROAD UNEXPOSED SKILLS OF TRANSGENDER ENTREPRENEURS
 
DETERMINANTS AFFECTING THE USER'S INTENTION TO USE MOBILE BANKING APPLICATIONS
DETERMINANTS AFFECTING THE USER'S INTENTION TO USE MOBILE BANKING APPLICATIONSDETERMINANTS AFFECTING THE USER'S INTENTION TO USE MOBILE BANKING APPLICATIONS
DETERMINANTS AFFECTING THE USER'S INTENTION TO USE MOBILE BANKING APPLICATIONS
 
ANALYSE THE USER PREDILECTION ON GPAY AND PHONEPE FOR DIGITAL TRANSACTIONS
ANALYSE THE USER PREDILECTION ON GPAY AND PHONEPE FOR DIGITAL TRANSACTIONSANALYSE THE USER PREDILECTION ON GPAY AND PHONEPE FOR DIGITAL TRANSACTIONS
ANALYSE THE USER PREDILECTION ON GPAY AND PHONEPE FOR DIGITAL TRANSACTIONS
 
VOICE BASED ATM FOR VISUALLY IMPAIRED USING ARDUINO
VOICE BASED ATM FOR VISUALLY IMPAIRED USING ARDUINOVOICE BASED ATM FOR VISUALLY IMPAIRED USING ARDUINO
VOICE BASED ATM FOR VISUALLY IMPAIRED USING ARDUINO
 
IMPACT OF EMOTIONAL INTELLIGENCE ON HUMAN RESOURCE MANAGEMENT PRACTICES AMONG...
IMPACT OF EMOTIONAL INTELLIGENCE ON HUMAN RESOURCE MANAGEMENT PRACTICES AMONG...IMPACT OF EMOTIONAL INTELLIGENCE ON HUMAN RESOURCE MANAGEMENT PRACTICES AMONG...
IMPACT OF EMOTIONAL INTELLIGENCE ON HUMAN RESOURCE MANAGEMENT PRACTICES AMONG...
 
VISUALISING AGING PARENTS & THEIR CLOSE CARERS LIFE JOURNEY IN AGING ECONOMY
VISUALISING AGING PARENTS & THEIR CLOSE CARERS LIFE JOURNEY IN AGING ECONOMYVISUALISING AGING PARENTS & THEIR CLOSE CARERS LIFE JOURNEY IN AGING ECONOMY
VISUALISING AGING PARENTS & THEIR CLOSE CARERS LIFE JOURNEY IN AGING ECONOMY
 
A STUDY ON THE IMPACT OF ORGANIZATIONAL CULTURE ON THE EFFECTIVENESS OF PERFO...
A STUDY ON THE IMPACT OF ORGANIZATIONAL CULTURE ON THE EFFECTIVENESS OF PERFO...A STUDY ON THE IMPACT OF ORGANIZATIONAL CULTURE ON THE EFFECTIVENESS OF PERFO...
A STUDY ON THE IMPACT OF ORGANIZATIONAL CULTURE ON THE EFFECTIVENESS OF PERFO...
 
GANDHI ON NON-VIOLENT POLICE
GANDHI ON NON-VIOLENT POLICEGANDHI ON NON-VIOLENT POLICE
GANDHI ON NON-VIOLENT POLICE
 
A STUDY ON TALENT MANAGEMENT AND ITS IMPACT ON EMPLOYEE RETENTION IN SELECTED...
A STUDY ON TALENT MANAGEMENT AND ITS IMPACT ON EMPLOYEE RETENTION IN SELECTED...A STUDY ON TALENT MANAGEMENT AND ITS IMPACT ON EMPLOYEE RETENTION IN SELECTED...
A STUDY ON TALENT MANAGEMENT AND ITS IMPACT ON EMPLOYEE RETENTION IN SELECTED...
 
ATTRITION IN THE IT INDUSTRY DURING COVID-19 PANDEMIC: LINKING EMOTIONAL INTE...
ATTRITION IN THE IT INDUSTRY DURING COVID-19 PANDEMIC: LINKING EMOTIONAL INTE...ATTRITION IN THE IT INDUSTRY DURING COVID-19 PANDEMIC: LINKING EMOTIONAL INTE...
ATTRITION IN THE IT INDUSTRY DURING COVID-19 PANDEMIC: LINKING EMOTIONAL INTE...
 
INFLUENCE OF TALENT MANAGEMENT PRACTICES ON ORGANIZATIONAL PERFORMANCE A STUD...
INFLUENCE OF TALENT MANAGEMENT PRACTICES ON ORGANIZATIONAL PERFORMANCE A STUD...INFLUENCE OF TALENT MANAGEMENT PRACTICES ON ORGANIZATIONAL PERFORMANCE A STUD...
INFLUENCE OF TALENT MANAGEMENT PRACTICES ON ORGANIZATIONAL PERFORMANCE A STUD...
 
A STUDY OF VARIOUS TYPES OF LOANS OF SELECTED PUBLIC AND PRIVATE SECTOR BANKS...
A STUDY OF VARIOUS TYPES OF LOANS OF SELECTED PUBLIC AND PRIVATE SECTOR BANKS...A STUDY OF VARIOUS TYPES OF LOANS OF SELECTED PUBLIC AND PRIVATE SECTOR BANKS...
A STUDY OF VARIOUS TYPES OF LOANS OF SELECTED PUBLIC AND PRIVATE SECTOR BANKS...
 
EXPERIMENTAL STUDY OF MECHANICAL AND TRIBOLOGICAL RELATION OF NYLON/BaSO4 POL...
EXPERIMENTAL STUDY OF MECHANICAL AND TRIBOLOGICAL RELATION OF NYLON/BaSO4 POL...EXPERIMENTAL STUDY OF MECHANICAL AND TRIBOLOGICAL RELATION OF NYLON/BaSO4 POL...
EXPERIMENTAL STUDY OF MECHANICAL AND TRIBOLOGICAL RELATION OF NYLON/BaSO4 POL...
 
ROLE OF SOCIAL ENTREPRENEURSHIP IN RURAL DEVELOPMENT OF INDIA - PROBLEMS AND ...
ROLE OF SOCIAL ENTREPRENEURSHIP IN RURAL DEVELOPMENT OF INDIA - PROBLEMS AND ...ROLE OF SOCIAL ENTREPRENEURSHIP IN RURAL DEVELOPMENT OF INDIA - PROBLEMS AND ...
ROLE OF SOCIAL ENTREPRENEURSHIP IN RURAL DEVELOPMENT OF INDIA - PROBLEMS AND ...
 
OPTIMAL RECONFIGURATION OF POWER DISTRIBUTION RADIAL NETWORK USING HYBRID MET...
OPTIMAL RECONFIGURATION OF POWER DISTRIBUTION RADIAL NETWORK USING HYBRID MET...OPTIMAL RECONFIGURATION OF POWER DISTRIBUTION RADIAL NETWORK USING HYBRID MET...
OPTIMAL RECONFIGURATION OF POWER DISTRIBUTION RADIAL NETWORK USING HYBRID MET...
 
APPLICATION OF FRUGAL APPROACH FOR PRODUCTIVITY IMPROVEMENT - A CASE STUDY OF...
APPLICATION OF FRUGAL APPROACH FOR PRODUCTIVITY IMPROVEMENT - A CASE STUDY OF...APPLICATION OF FRUGAL APPROACH FOR PRODUCTIVITY IMPROVEMENT - A CASE STUDY OF...
APPLICATION OF FRUGAL APPROACH FOR PRODUCTIVITY IMPROVEMENT - A CASE STUDY OF...
 
A MULTIPLE – CHANNEL QUEUING MODELS ON FUZZY ENVIRONMENT
A MULTIPLE – CHANNEL QUEUING MODELS ON FUZZY ENVIRONMENTA MULTIPLE – CHANNEL QUEUING MODELS ON FUZZY ENVIRONMENT
A MULTIPLE – CHANNEL QUEUING MODELS ON FUZZY ENVIRONMENT
 

Recently uploaded

APPLICATIONS-AC/DC DRIVES-OPERATING CHARACTERISTICS
APPLICATIONS-AC/DC DRIVES-OPERATING CHARACTERISTICSAPPLICATIONS-AC/DC DRIVES-OPERATING CHARACTERISTICS
APPLICATIONS-AC/DC DRIVES-OPERATING CHARACTERISTICSKurinjimalarL3
 
MANUFACTURING PROCESS-II UNIT-2 LATHE MACHINE
MANUFACTURING PROCESS-II UNIT-2 LATHE MACHINEMANUFACTURING PROCESS-II UNIT-2 LATHE MACHINE
MANUFACTURING PROCESS-II UNIT-2 LATHE MACHINESIVASHANKAR N
 
High Profile Call Girls Nagpur Meera Call 7001035870 Meet With Nagpur Escorts
High Profile Call Girls Nagpur Meera Call 7001035870 Meet With Nagpur EscortsHigh Profile Call Girls Nagpur Meera Call 7001035870 Meet With Nagpur Escorts
High Profile Call Girls Nagpur Meera Call 7001035870 Meet With Nagpur EscortsCall Girls in Nagpur High Profile
 
Call for Papers - Educational Administration: Theory and Practice, E-ISSN: 21...
Call for Papers - Educational Administration: Theory and Practice, E-ISSN: 21...Call for Papers - Educational Administration: Theory and Practice, E-ISSN: 21...
Call for Papers - Educational Administration: Theory and Practice, E-ISSN: 21...Christo Ananth
 
Software Development Life Cycle By Team Orange (Dept. of Pharmacy)
Software Development Life Cycle By  Team Orange (Dept. of Pharmacy)Software Development Life Cycle By  Team Orange (Dept. of Pharmacy)
Software Development Life Cycle By Team Orange (Dept. of Pharmacy)Suman Mia
 
Structural Analysis and Design of Foundations: A Comprehensive Handbook for S...
Structural Analysis and Design of Foundations: A Comprehensive Handbook for S...Structural Analysis and Design of Foundations: A Comprehensive Handbook for S...
Structural Analysis and Design of Foundations: A Comprehensive Handbook for S...Dr.Costas Sachpazis
 
Call Girls Pimpri Chinchwad Call Me 7737669865 Budget Friendly No Advance Boo...
Call Girls Pimpri Chinchwad Call Me 7737669865 Budget Friendly No Advance Boo...Call Girls Pimpri Chinchwad Call Me 7737669865 Budget Friendly No Advance Boo...
Call Girls Pimpri Chinchwad Call Me 7737669865 Budget Friendly No Advance Boo...roncy bisnoi
 
AKTU Computer Networks notes --- Unit 3.pdf
AKTU Computer Networks notes ---  Unit 3.pdfAKTU Computer Networks notes ---  Unit 3.pdf
AKTU Computer Networks notes --- Unit 3.pdfankushspencer015
 
UNIT - IV - Air Compressors and its Performance
UNIT - IV - Air Compressors and its PerformanceUNIT - IV - Air Compressors and its Performance
UNIT - IV - Air Compressors and its Performancesivaprakash250
 
Introduction to IEEE STANDARDS and its different types.pptx
Introduction to IEEE STANDARDS and its different types.pptxIntroduction to IEEE STANDARDS and its different types.pptx
Introduction to IEEE STANDARDS and its different types.pptxupamatechverse
 
Introduction and different types of Ethernet.pptx
Introduction and different types of Ethernet.pptxIntroduction and different types of Ethernet.pptx
Introduction and different types of Ethernet.pptxupamatechverse
 
VIP Call Girls Service Hitech City Hyderabad Call +91-8250192130
VIP Call Girls Service Hitech City Hyderabad Call +91-8250192130VIP Call Girls Service Hitech City Hyderabad Call +91-8250192130
VIP Call Girls Service Hitech City Hyderabad Call +91-8250192130Suhani Kapoor
 
The Most Attractive Pune Call Girls Budhwar Peth 8250192130 Will You Miss Thi...
The Most Attractive Pune Call Girls Budhwar Peth 8250192130 Will You Miss Thi...The Most Attractive Pune Call Girls Budhwar Peth 8250192130 Will You Miss Thi...
The Most Attractive Pune Call Girls Budhwar Peth 8250192130 Will You Miss Thi...ranjana rawat
 
The Most Attractive Pune Call Girls Manchar 8250192130 Will You Miss This Cha...
The Most Attractive Pune Call Girls Manchar 8250192130 Will You Miss This Cha...The Most Attractive Pune Call Girls Manchar 8250192130 Will You Miss This Cha...
The Most Attractive Pune Call Girls Manchar 8250192130 Will You Miss This Cha...ranjana rawat
 
Top Rated Pune Call Girls Budhwar Peth ⟟ 6297143586 ⟟ Call Me For Genuine Se...
Top Rated  Pune Call Girls Budhwar Peth ⟟ 6297143586 ⟟ Call Me For Genuine Se...Top Rated  Pune Call Girls Budhwar Peth ⟟ 6297143586 ⟟ Call Me For Genuine Se...
Top Rated Pune Call Girls Budhwar Peth ⟟ 6297143586 ⟟ Call Me For Genuine Se...Call Girls in Nagpur High Profile
 
Introduction to Multiple Access Protocol.pptx
Introduction to Multiple Access Protocol.pptxIntroduction to Multiple Access Protocol.pptx
Introduction to Multiple Access Protocol.pptxupamatechverse
 
SPICE PARK APR2024 ( 6,793 SPICE Models )
SPICE PARK APR2024 ( 6,793 SPICE Models )SPICE PARK APR2024 ( 6,793 SPICE Models )
SPICE PARK APR2024 ( 6,793 SPICE Models )Tsuyoshi Horigome
 
Coefficient of Thermal Expansion and their Importance.pptx
Coefficient of Thermal Expansion and their Importance.pptxCoefficient of Thermal Expansion and their Importance.pptx
Coefficient of Thermal Expansion and their Importance.pptxAsutosh Ranjan
 

Recently uploaded (20)

APPLICATIONS-AC/DC DRIVES-OPERATING CHARACTERISTICS
APPLICATIONS-AC/DC DRIVES-OPERATING CHARACTERISTICSAPPLICATIONS-AC/DC DRIVES-OPERATING CHARACTERISTICS
APPLICATIONS-AC/DC DRIVES-OPERATING CHARACTERISTICS
 
MANUFACTURING PROCESS-II UNIT-2 LATHE MACHINE
MANUFACTURING PROCESS-II UNIT-2 LATHE MACHINEMANUFACTURING PROCESS-II UNIT-2 LATHE MACHINE
MANUFACTURING PROCESS-II UNIT-2 LATHE MACHINE
 
High Profile Call Girls Nagpur Meera Call 7001035870 Meet With Nagpur Escorts
High Profile Call Girls Nagpur Meera Call 7001035870 Meet With Nagpur EscortsHigh Profile Call Girls Nagpur Meera Call 7001035870 Meet With Nagpur Escorts
High Profile Call Girls Nagpur Meera Call 7001035870 Meet With Nagpur Escorts
 
Call for Papers - Educational Administration: Theory and Practice, E-ISSN: 21...
Call for Papers - Educational Administration: Theory and Practice, E-ISSN: 21...Call for Papers - Educational Administration: Theory and Practice, E-ISSN: 21...
Call for Papers - Educational Administration: Theory and Practice, E-ISSN: 21...
 
Software Development Life Cycle By Team Orange (Dept. of Pharmacy)
Software Development Life Cycle By  Team Orange (Dept. of Pharmacy)Software Development Life Cycle By  Team Orange (Dept. of Pharmacy)
Software Development Life Cycle By Team Orange (Dept. of Pharmacy)
 
Structural Analysis and Design of Foundations: A Comprehensive Handbook for S...
Structural Analysis and Design of Foundations: A Comprehensive Handbook for S...Structural Analysis and Design of Foundations: A Comprehensive Handbook for S...
Structural Analysis and Design of Foundations: A Comprehensive Handbook for S...
 
Call Girls Pimpri Chinchwad Call Me 7737669865 Budget Friendly No Advance Boo...
Call Girls Pimpri Chinchwad Call Me 7737669865 Budget Friendly No Advance Boo...Call Girls Pimpri Chinchwad Call Me 7737669865 Budget Friendly No Advance Boo...
Call Girls Pimpri Chinchwad Call Me 7737669865 Budget Friendly No Advance Boo...
 
AKTU Computer Networks notes --- Unit 3.pdf
AKTU Computer Networks notes ---  Unit 3.pdfAKTU Computer Networks notes ---  Unit 3.pdf
AKTU Computer Networks notes --- Unit 3.pdf
 
UNIT - IV - Air Compressors and its Performance
UNIT - IV - Air Compressors and its PerformanceUNIT - IV - Air Compressors and its Performance
UNIT - IV - Air Compressors and its Performance
 
Introduction to IEEE STANDARDS and its different types.pptx
Introduction to IEEE STANDARDS and its different types.pptxIntroduction to IEEE STANDARDS and its different types.pptx
Introduction to IEEE STANDARDS and its different types.pptx
 
Introduction and different types of Ethernet.pptx
Introduction and different types of Ethernet.pptxIntroduction and different types of Ethernet.pptx
Introduction and different types of Ethernet.pptx
 
VIP Call Girls Service Hitech City Hyderabad Call +91-8250192130
VIP Call Girls Service Hitech City Hyderabad Call +91-8250192130VIP Call Girls Service Hitech City Hyderabad Call +91-8250192130
VIP Call Girls Service Hitech City Hyderabad Call +91-8250192130
 
The Most Attractive Pune Call Girls Budhwar Peth 8250192130 Will You Miss Thi...
The Most Attractive Pune Call Girls Budhwar Peth 8250192130 Will You Miss Thi...The Most Attractive Pune Call Girls Budhwar Peth 8250192130 Will You Miss Thi...
The Most Attractive Pune Call Girls Budhwar Peth 8250192130 Will You Miss Thi...
 
The Most Attractive Pune Call Girls Manchar 8250192130 Will You Miss This Cha...
The Most Attractive Pune Call Girls Manchar 8250192130 Will You Miss This Cha...The Most Attractive Pune Call Girls Manchar 8250192130 Will You Miss This Cha...
The Most Attractive Pune Call Girls Manchar 8250192130 Will You Miss This Cha...
 
Water Industry Process Automation & Control Monthly - April 2024
Water Industry Process Automation & Control Monthly - April 2024Water Industry Process Automation & Control Monthly - April 2024
Water Industry Process Automation & Control Monthly - April 2024
 
Top Rated Pune Call Girls Budhwar Peth ⟟ 6297143586 ⟟ Call Me For Genuine Se...
Top Rated  Pune Call Girls Budhwar Peth ⟟ 6297143586 ⟟ Call Me For Genuine Se...Top Rated  Pune Call Girls Budhwar Peth ⟟ 6297143586 ⟟ Call Me For Genuine Se...
Top Rated Pune Call Girls Budhwar Peth ⟟ 6297143586 ⟟ Call Me For Genuine Se...
 
Roadmap to Membership of RICS - Pathways and Routes
Roadmap to Membership of RICS - Pathways and RoutesRoadmap to Membership of RICS - Pathways and Routes
Roadmap to Membership of RICS - Pathways and Routes
 
Introduction to Multiple Access Protocol.pptx
Introduction to Multiple Access Protocol.pptxIntroduction to Multiple Access Protocol.pptx
Introduction to Multiple Access Protocol.pptx
 
SPICE PARK APR2024 ( 6,793 SPICE Models )
SPICE PARK APR2024 ( 6,793 SPICE Models )SPICE PARK APR2024 ( 6,793 SPICE Models )
SPICE PARK APR2024 ( 6,793 SPICE Models )
 
Coefficient of Thermal Expansion and their Importance.pptx
Coefficient of Thermal Expansion and their Importance.pptxCoefficient of Thermal Expansion and their Importance.pptx
Coefficient of Thermal Expansion and their Importance.pptx
 

LANDFILL SITE SELECTION BY USING PAIRWISE COMPARISON, RATING, RANKING AND TRADE-OFF METHODS FOR CRITERIA WEIGHTING

  • 1. http://www.iaeme.com/IJCIET/index.asp 111 editor@iaeme.com International Journal of Civil Engineering and Technology (IJCIET) Volume 6, Issue 11, Nov 2015, pp. 111-125, Article ID: IJCIET_06_11_012 Available online at http://www.iaeme.com/IJCIET/issues.asp?JType=IJCIET&VType=6&IType=11 ISSN Print: 0976-6308 and ISSN Online: 0976-6316 © IAEME Publication ___________________________________________________________________________ LANDFILL SITE SELECTION BY USING PAIRWISE COMPARISON, RATING, RANKING AND TRADE-OFF METHODS FOR CRITERIA WEIGHTING Prof. Dr. Mohammad .A. Al-Anbari, Muhannad. Y. Thameer Civil Engineering Dept., Collage of Engineering, University of Babylon, Hilla- IRAQ ABSTRACT Any multi criteria decision analysis process need to weigh the criteria and to know any weighting method the best to use according the nature and degree of complexity of the problem. There are four method for criteria weighting Rank, Rating, Pairwise and Trade-off methods. In this study, which was done in Najaf – Iraq used this methods to weigh the seventeen criteria used to select landfill site within integration of (GIS -MCDA) in Najaf governorate. There is no difference between the results within Pairwise or Ranking method only in size of landfill in west part of study area (five sites were selected in each try). Within trade-off and rating methods, there are more than five site were selected. Keys words: Rating, Ranking, Pairwise Comparison, Trade-Off Method Cite this Article: Prof. Dr. Mohammad .A. Al-Anbari, Muhannad. Y. Thameer, Landfill Site Selection by Using Pairwise Comparison, Rating, Ranking and Trade-off Methods For Criteria Weighting. International Journal of Civil Engineering and Technology, 6(11), 2015, pp. 111-125. http://www.iaeme.com/IJCIET/issues.asp?JType=IJCIET&VType=6&IType=11 1. INTRODUCTION AND RESEARCH OBJECTIVE Historically countries disposed waste on land and covering it up. In many cases uncontrolled burning of waste would precede or follow dumping activity. Landfills are the final depository of a waste after all other waste management options have been carried out. Landfills can be categorized according to open dumps, controlled dumps or sanitary landfills (or secured landfill or engineered landfill). Sanitary landfill facilities are generally located in areas where the potential for degradation of the quality of air, land, and water is minimal. Similarly, a sanitary landfill should be located away from an airport to avoid air accidents between birds and aeroplanes. The location should preferably be outside 100-year floodplain and
  • 2. Prof. Dr. Mohammad .A. Al-Anbari, Muhannad. Y. Thameer http://www.iaeme.com/IJCIET/index.asp 112 editor@iaeme.com should not be located in the close proximity of wild life sanctuaries, monuments and other important places which is ecologically important. Location of sanitary land fill should also consider seismic sensitivity of the area to avoid environmental damage during earthquake [1]. All potential locations need to be considered in the light of site-specific characteristics, which may result in some parameters being given a greater weighting than others. There are four methods for criteria weight which Rating, Ranking, Pairwise comparison and Trade-off methods[2]. The objective of this study is to compare the selected sites within Al-Najaf governorate by using the approach based in integration of Geographic Information Systems (GIS) and Multicriteria Decision Analysis (MCDA)with each one of criteria weight method. For this purpose, 17 input digital map layers Urban centers, Cemetery, Airports, Electrical power lines, Oil Pipes, Railways, Roads, slope, Historical sites, Main rivers, Industrial areas, Religion sites, Wells, Military area, Electrical power plants, Nature reserves and National borders were prepared and multi criteria analysis was implemented with geographic information system. 2. MATERIALS AND METHODS 2.1. Study area Najaf is located between Anbar and Muthanna governorates on Iraq’s southern border with Saudi Arabia. Its landscape is dominated by desert, particularly towards the border with Saudi Arabia. Najaf city hosts the shrine of Ali Ibn Abi Talib, who is regarded by Shi’a Muslims the first Imam and by Sunni Muslims the fourth Caliph. The city is therefore one of the most holy sites in Shi’a Islam, attracting high numbers of religious tourists from within Iraq and abroad, and a centre for religious scholarship. Other religious sites in the governorate include Wadi A-Salaam (Valley of Peace), and Kufa Mosque[3]. Najaf governorate lies between coordinates of latitudes ( 32 ͦ 21ʹ N and 29 ͦ 50 ʹ N), coordinates of longitudes( 44 ͦ 44 ʹE and 42 ͦ 50 ʹ E) with total area 28,824 sq km (6.6% of Iraq) as shown in figure (1). Figure (1) Map of study area
  • 3. Landfill Site Selection by Using Pairwise Comparison, Rating, Ranking and Trade-off Methods For Criteria Weighting http://www.iaeme.com/IJCIET/index.asp 113 editor@iaeme.com 2.2. Methodology This study include four tries for landfill site selection depend on using of geographic information system (GIS) for data input, data storage and management, data manipulation and analysis and data output as suitability map in last step of this aim. Multi Criteria decision analysis methods was used for weighting the criteria and using (SAW) integrated with GIS to find suitability index. In each try used different method (Rating, Ranking, Pairwise comparison and Trade-off methods) for criteria weight. Seventeen criteria (Urban centers, Cemetery, Airports, Electrical power lines, Oil Pipes, Railways, Roads, slope, Historical sites, Main rivers, Industrial areas, Religion sites, Wells, Military area, Electrical power plants, Nature reserves and National borders) were used to identify the best landfill site for Al-Najaf in the GIS and MCDA. The geographical information systems is commonly organized the data by separate thematic maps or sets of data, referred to as a map layer. suitability maps generated by used spatial analysis as highlighting “suitable” geographic areas execrated from weighted and combined map layers based on previous established criteria for study area. (MCDA) was used to measure the relative importance weight for individual evaluation criteria. MCDA is to divide the decision problems into smaller understandable parts, analyze each part separately, and then integrate the parts in a logical manner[4]. Figure (2) show methodology framework. Determine the evaluation criteria (17) criteria used Obtain criteria weights Data collection Rating By Ranking Pairwise C.M Trade-off method Implement SAW method by GIS for site selection Figure (2) show methodology framework for landfill site selection 2.3. Criteria Analysis For study area, the criteria decision tree developed for the landfill site selection problem is illustrated in Figure(3).
  • 4. Prof. Dr. Mohammad .A. Al-Anbari, Muhannad. Y. Thameer http://www.iaeme.com/IJCIET/index.asp 114 editor@iaeme.com Figure (3) criteria decision tree developed for the landfill site selection problem in study area. 2.4. Criteria Weights A weight is a measure of the relative importance of a criterion as judged by the decision maker. Assigning weights it's important process to evaluation criteria accounts for many reasons (i) the changes in the range of variation for each evaluation criterion, and (ii) the different degrees of importance being attached to these ranges of variation[5].There are four different techniques when assigning the weights: Ranking, Rating, Pairwise Comparison and Trade of Analysis Method [6].In this study,
  • 5. Landfill Site Selection by Using Pairwise Comparison, Rating, Ranking http://www.iaeme.com/IJCIET/index.asp Calculating weight for the criteria every method methodology and mathematical basics in table (4), table (5), table (6) and table (7) 2.4.1 Ranking Methods The simplest method for assessing the single weight for each criteria in a set of criteria to arrange them in rank order[ equal 1, second important equal 2, etc.) or inverse ranking (the last important equal 1, second last important equal 2, etc. ) can be used [ generating numerical weights for ranking criteria are available :rank sum, rank reciprocal and rank exponent. 2.4.1.1 Ranking Sum Methods Rank sum weights are arrived at via the formula Where (wi) is the normalized weight for the criterion, ( under consideration (k = 1 ,2 ,...,n), and ( Every criterion is weighted (n weights, that is, ∑ (n – rk + 1 ). Table (1) Straight rank (rj) 1 Urban centers 2 Main river 3 Roads 4 Historical site 5 Power lines 6 Oil pipes 7 Electrical p. plant 8 Cemetery 9 Military Site 10 Religion site 11 Slope 12 Airports 13 Industrial site 14 Border 15 Nature reserves 16 Railwa 17 Wells SUM y Using Pairwise Comparison, Rating, Ranking a Methods For Criteria Weighting ET/index.asp 115 editor@iaeme.com Calculating weight for the criteria done by using each one of previous every method methodology and mathematical basics. The resulting weights are given (4), table (5), table (6) and table (7). .1 Ranking Methods The simplest method for assessing the single weight for each criteria in a set of eria to arrange them in rank order[7]. Either straight ranking ( The most important equal 1, second important equal 2, etc.) or inverse ranking (the last important equal 1, second last important equal 2, etc. ) can be used [8]. There are many approach for generating numerical weights for ranking criteria are available :rank sum, rank reciprocal and rank exponent. Ranking Sum Methods Rank sum weights are arrived at via the formula: ) is the normalized weight for the criterion, (n) is the number of criteria under consideration (k = 1 ,2 ,...,n), and (rj), is the rank position of the criterion. Every criterion is weighted (n – rj + 1) and then normalized by the sum of all rk + 1 ). Criteria weights by this method in table (1). Table (1) Criteria weights by Ranking Sum method Criteria (n) Weight (n – rj + 1) Normalized weight (wi) Urban centers 17 0.111 Main river 16 0.105 Roads 15 0.098 Historical site 14 0.092 Power lines 13 0.085 Oil pipes 12 0.078 Electrical p. plant 11 0.072 Cemetery 10 0.065 Military Site 9 0.059 Religion site 8 0.052 Slope 7 0.046 Airports 6 0.039 Industrial site 5 0.033 Border 4 0.026 Nature reserves 3 0.020 Railways 2 0.013 Wells 1 0.007 153 1.000 and Trade-off editor@iaeme.com four method as . The resulting weights are given The simplest method for assessing the single weight for each criteria in a set of ]. Either straight ranking ( The most important equal 1, second important equal 2, etc.) or inverse ranking (the last important equal 1, ]. There are many approach for generating numerical weights for ranking criteria are available :rank sum, rank number of criteria ), is the rank position of the criterion. rj + 1) and then normalized by the sum of all thod in table (1). Normalized weight (wi) 0.111 0.105 0.098 0.092 0.085 0.078 0.072 0.065 0.059 0.052 0.046 0.039 0.033 0.026 0.020 0.013 0.007
  • 6. Prof. Dr. Mohammad .A. Al http://www.iaeme.com/IJCIET/index.asp 2.4.1.2. Ranking Reciprocal Method Weights are generated from the normalized reciprocals of a criterion’s rank. The following formula is used to calculate the weights: where (wi) is the normalized weight for attribute, (n) is number of criteria. Table (2) Straight rank (rj) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 SUM 2.4.1.3. Ranking Exponen This method needs an additional piece of information. The decision maker is required to specify the weight of the most important criterion on a (0 generated from the formula: For (p = 0) previous equation assigns e For( p = 1) the method results in rank sum weights. As (p) increases, normalized weights gets steeper and steeper. of. Dr. Mohammad .A. Al-Anbari, Muhannad. Y. Thameer ET/index.asp 116 editor@iaeme.com Ranking Reciprocal Method Weights are generated from the normalized reciprocals of a criterion’s rank. The following formula is used to calculate the weights: is the normalized weight for attribute i, (ri) is the rank for the ith is number of criteria. Criteria weights by this method in table (2). Table (2) Criteria weights by Rank Reciprocal Method Criteria (n) Reciprocal weight (1/rj) normalized Urban centers 1 0.2907 Main river 0.5 0.1454 Roads 0.333 0.0969 Historical site 0.25 0.0727 Power lines 0.2 0.0581 Oil pipes 0.166 0.0485 Electrical p. plant 0.142 0.0415 Cemetery 0.125 0.0363 Military Site 0.111 0.0323 Religion site 0.1 0.0291 Slope 0.090 0.0264 Airports 0.083 0.0242 Industrial site 0.076 0.0224 Border 0.071 0.0208 Nature reserves 0.066 0.0194 Railways 0.062 0.0182 Wells 0.058 0.0171 3.439 1.0000 Ranking Exponent Method This method needs an additional piece of information. The decision maker is required to specify the weight of the most important criterion on a (0-1) scale. This weight is generated from the formula: For (p = 0) previous equation assigns equal weights to the evaluation criteria. For( p = 1) the method results in rank sum weights. As (p) increases, normalized weights gets steeper and steeper. Criteria weights by this method in table (3). Anbari, Muhannad. Y. Thameer editor@iaeme.com Weights are generated from the normalized reciprocals of a criterion’s rank. The is the rank for the ith Criteria weights by this method in table (2). normalized weight (wi) 0.2907 0.1454 0.0969 0.0727 0.0581 0.0485 0.0415 0.0363 0.0323 0.0291 0.0264 0.0242 0.0224 0.0208 0.0194 0.0182 0.0171 1.0000 This method needs an additional piece of information. The decision maker is required 1) scale. This weight is qual weights to the evaluation criteria. For( p = 1) the method results in rank sum weights. As (p) increases, normalized Criteria weights by this method in table (3).
  • 7. Landfill Site Selection by Using Pairwise Comparison, Rating, Ranking and Trade-off Methods For Criteria Weighting http://www.iaeme.com/IJCIET/index.asp 117 editor@iaeme.com Table (3) Criteria weights by Rank exponent Method straight rank (ri) Criteria (n) Reciprocal weight (n- ri+1) squire reciprocal weight (‫ܖ‬ − ‫ܚ‬ܑ + ૚)૛ normalized weight (wi) 1 Urban centers 17 289 0.1774 2 Main river 15 225 0.1381 3 Roads 14 196 0.1203 4 Historical site 13 169 0.1037 5 Power lines 12 144 0.0884 6 Oil pipes 11 121 0.0743 7 Electrical .P. plant 10 100 0.0614 8 Cemetery 10 100 0.0614 9 Military Site 9 81 0.0497 10 Religion site 8 64 0.0393 11 Slope 7 49 0.0301 12 Airports 6 36 0.0221 13 Industrial site 5 25 0.0153 14 Border 4 16 0.0098 15 Nature reserves 3 9 0.0055 16 Railways 2 4 0.0025 17 Wells 1 1 0.0006 SUM 1629 1.0000 Finally, the average values for the three methods: Table (4) Average Criteria weights by Rank method Criteria Rank Sum Rank Reciprocal Rank exponent Average Urban centers 0.111 0.2907 0.1774 0.193 Main river 0.105 0.1454 0.1381 0.127 Roads 0.098 0.0969 0.1203 0.103 Historical site 0.092 0.0727 0.1037 0.087 Power lines 0.085 0.0581 0.0884 0.075 Oil pipes 0.078 0.0485 0.0743 0.067 Electrical .P. plant 0.072 0.0415 0.0614 0.058 Cemetery 0.065 0.0363 0.0614 0.054 Military Site 0.059 0.0323 0.0497 0.047 Religion site 0.052 0.0291 0.0393 0.040 Slope 0.046 0.0264 0.0301 0.034 Airports 0.039 0.0242 0.0221 0.028 Industrial site 0.033 0.0224 0.0153 0.026 Border 0.026 0.0208 0.0098 0.021 Nature reserves 0.020 0.0194 0.0055 0.017 Railways 0.013 0.0182 0.0025 0.014 Wells 0.007 0.0171 0.0006 0.008
  • 8. Prof. Dr. Mohammad .A. Al-Anbari, Muhannad. Y. Thameer http://www.iaeme.com/IJCIET/index.asp 118 editor@iaeme.com 2.4.2 Rating Method The rating methods require from the decision maker estimation the weights on the basis of a predetermined scale; for example, a scale of ( 0 to 100 ) can be used [7]. The simplest approach of this method is (point allocation). The value of (0) refer that criteria can be ignore where the value (100) represented that only one criteria must be adapted [8]. This method does not constrain the decision maker’s responses. It is can to change the any weight of one criterion without affecting the weight of another criteria. Criteria weights by this method in table (5). Table (5) Criteria weights by Rating Method Ratio scale ( 100 - 0) Original weight = (Ratio scale / lowest ratio scale) Normalized weight = (Each Original weight / Sum of original weight) straight rank(ri) Criteria (n) Ratio Scale Original Weight Normalized Weight (wi) 1 Urban centers 100 20 0.1364 2 Main river 80 16 0.1091 3 Roads 75 15 0.1023 4 Historical site 70 14 0.0955 5 Power lines 65 13 0.0887 6 Oil pipes 60 12 0.0819 7 Electrical power plant 55 11 0.0750 8 Cemetery 50 10 0.0682 9 Military Site 40 8 0.0546 10 Religion site 35 7 0.0477 11 Slope 25 5 0.0341 12 Airports 22 4.4 0.0300 13 Industrial site 17 3.4 0.0232 14 Border 15 3 0.0205 15 Nature reserves 10 2 0.0136 16 Railways 9 1.8 0.0123 17 Wells 5 1 0.0068 146.6 1.0000 2.4.3 Trade-off Analysis Method (swing weights approach) Decision maker in this method is required to make comparison of two alternatives with respect to two criteria at a time and make an assessment which alternative is preferred. The trade-offs define a unique set of weights that will allow all of the equally preferred alternatives in the trade-offs to get the same overall value/utility[8]. Swings weights approach which is one of Trade-off Analysis Methods generates the weights in way of asking the decision maker (DM) to make comparison between a change from the least-preferred to the most-preferred value on one attribute to a similar change in another attribute[7].Criteria weights by this method in table (6).
  • 9. Landfill Site Selection by Using Pairwise Comparison, Rating, Ranking and Trade-off Methods For Criteria Weighting http://www.iaeme.com/IJCIET/index.asp 119 editor@iaeme.com Table (6) Criteria weights by Trade-off Analysis Method Criteria (n) Code Weight comparing with (W1) Weights (wi) Urban centers W1 1 * 0.1088 Main river W2 0.9 0.0979 Roads W3 0.85 0.0925 Historical site W4 0.8 0.0871 Power lines W5 0.77 0.0838 Oil pipes W6 0.7 0.0762 Electrical power plant W7 0.65 0.0707 Cemetery W8 0.6 0.0653 Military Site W9 0.55 0.0598 Religion site W10 0.5 0.0544 Slope W11 0.44 0.0479 Airports W12 0.38 0.0413 Industrial site W13 0.35 0.0381 Border W14 0.25 0.0272 Nature reserves W15 0.2 0.0218 Railways W16 0.15 0.0163 Wells W17 0.1 0.0109 9.19 1.00 * W1=(1/9.19) 2.4.4. Pairwise Comparison Method This method was developed by professor Saaty (1980), in the context of the analytic hierarchy process. This method includes pairwise comparisons to generate a ratio matrix. This method involve taken pairwise comparisons as input and produced relative weights as output[9].Criteria weights by this method in figure (3)and table (7). Figure (3) comparison matrix. UC CE MR HS IS NR WE OP EP SL AP PL RO RW MS BO RS UC 1 6 4 5 5 6 9 7 5 6 6 6 6 6 6 8 9 CE 1/6 1 1 1 1/2 1 2 2 2 2 1 1 2 2 2 2 6 MR 1/4 1 1 5 3 4 7 5 5 3 5 5 6 7 4 5 6 HS 1/5 1 1/5 1 2 2 3 1/2 2 2 1 1 1/3 2 1 3 2 IS 1/5 2 1/3 1/2 1 1 2 2 1 2 3 1/5 1/2 1 1/2 1 1/2 NR 1/6 1 1/4 1/2 1 1 2 1 1/2 1 1/2 1 1/2 1/2 1 1 1 WE 1/9 1/2 1/7 1/3 1/2 1/2 1 1/2 1/3 1/4 1/4 1/2 1/5 1 1/4 1/3 1/2 OP 1/7 1/2 1/5 2 1/2 1 2 1 2 1 2 1 2 3 1/2 1/2 1/3 EP 1/5 1/2 1/5 1/2 1 2 3 1/2 1 2 1 2 2 3 1 2 1 SL 1/6 1/2 1/3 1/2 1/2 1 4 1 1/2 1 2 2 2 3 1/2 3 2 AP 1/6 1 1/5 1 1/3 2 4 1/2 1 1/2 1 1 1 2 1 3 1 PL 1/6 1 1/5 1 5 1 2 1 1/2 1/2 1 1 1/4 2 1 2 2 RO 1/6 1/2 1/6 3 2 2 5 1/2 1/2 1/2 1 4 1 5 3 4 3 RW 1/6 1/2 1/7 1/2 1 2 1 1/3 1/3 1/3 1/2 1/2 1/5 1 2 2 1/2 MS 1/6 1/2 1/4 1 2 1 4 2 1 2 1 1 1/3 1/2 1 2 2 BO 1/8 1/2 1/5 1/3 1 1 3 2 1/2 1/3 1/3 1/2 1/4 1/2 1/2 1 1 RS 1/9 1/6 1/6 1/2 2 1 2 3 1 1/2 1 1/2 1/3 2 1/2 1 1
  • 10. Prof. Dr. Mohammad .A. Al-Anbari, Muhannad. Y. Thameer http://www.iaeme.com/IJCIET/index.asp 120 editor@iaeme.com *UC: Urban centers, CE: Cemetery, AP: Airports, MR: main river, HS: historical site, IS: Industrial site, NR: nature reserves, Sl: slope, WE: Wells, OP: Oil pipes, EP:Electrical power plant Industrial areas, PL: Power lines, RO: roads, RS: Religion site, BO: border, MS: Military Site, RW: Railways λmax = 19.525, CI = 0.1578, RI = 1.71 and CR = 0.09228< 0.1 Table (7) Criteria final weights by Pairwise Comparison method Urban Centers 0.233 Military Sites 0.044 Main Rivers 0.148 Regional Sites 0.033 Roads 0.067 Slope 0.046 Historical sites 0.050 Airports 0.041 Electrical Power lines 0.044 Industrial sites 0.043 Oil Pipes 0.042 Borders 0.026 Electrical Power Plant 0.047 Nature Reserves 0.031 Cemetery 0.062 Railways 0.028 Wells 0.016 2.4.5 Comparing the methods Table (8), summarizes the main features of the all methods for assessing criterion weights [7]: Table (8) shows the Comparison of the methods used in estimating weights Trade-off Analysis Pairwise Comparison Rating Method Ranking Method Method features YesYesPossiblePossibleHierarchical Axiomatic/ deductive Statistical/ heuristic NoneNone Underlying theory DifficultEasyVery easyVery easyEase of use MediumHighHighLowTrustworthiness Quit preciseQuit preciseNot preciseApproximationsPrecision Logical decision Expert choiceSpreadsheetsSpreadsheets Software availability Weights can be imported from LD Components of IDRISI Weights can be imported from a spreadsheet Weights can be imported from a spreadsheet Use in a GIS environment
  • 11. Landfill Site Selection by Using Pairwise Comparison, Rating, Ranking and Trade-off Methods For Criteria Weighting http://www.iaeme.com/IJCIET/index.asp 121 editor@iaeme.com 2.5 Criteria Reclasses Each map layer is to be ranked by how suitable it is as a location for a new landfill. However, in order to be able to combine them, a common scale (for example, 1-10) giving higher values (scores) to more suitable attributes. It is usually assigned to each class, using “Reclassify” option in ARC GIS 9.3 software as in figure below. Figure (4) show the “Spatial Analyst – Reclasses” option in ARC GIS 9.3 software. Table (1) show the summary of the Input Layers classesused in Analyzing. Table (9) the summary of the Input Layers used in Analyzing. Criteria Buffer Zone score Urban Center 0 m - 5000 m 0 5000m-10000m 5 10000m-15000m 4 15000m-20000m 3 > 20000 m 1 Surface Water 0- 250 m 0 250 - 500 m 1 500 - 750 m 3
  • 12. Prof. Dr. Mohammad .A. Al-Anbari, Muhannad. Y. Thameer http://www.iaeme.com/IJCIET/index.asp 122 editor@iaeme.com Criteria Buffer Zone score 750 - 1000 m 4 > 1000 m 5 Main Roads (0m - 500m) 0 500m-1000m 5 1000m-1500m 4 1500m-2000m 3 > 2000 m 1 Airport 0- 3000 m 0 3000- 6000 m 1 6000- 9000 m 3 9000- 12000 m 4 > 12000 m 5 Historical areas 0 - 1500 m 0 > 1500 m 5 High Voltage powerlines 0- 30 m 0 > 30 m 5 Oil pipes lines 0 - 75 m 0 > 75 m 5 Military Area 0-500 0 > 500 m 5 Rail Way (0m - 500m) 0 >500 m 5 industrial investment zones 0 - 250 m 0 > 250 m 5 The cemetery 0 - 1500 m 0 > 1500 m 5 Religious areas 0 - 1500 m 0 > 1500 m 5 Wells 0- 400 m 0 > 400 m 5 Nature reserves 0- 400 m 0 > 400 m 5 Electrical power plant 0 - 250 m 0 > 250 m 5 Border 0-1000 m 0 > 1000 m 5 slope 0- 15 % 5 > 15 % 0 2.6. Results After of all input data layers preparation, one method is selected among the decision rules to analyze the data of digital environment maps for landfill site selection by using Geographic Information Systems (GIS). The selected method is Simple
  • 13. Landfill Site Selection by Using Pairwise Comparison, Rating, Ranking and Trade-off Methods For Criteria Weighting http://www.iaeme.com/IJCIET/index.asp 123 editor@iaeme.com Additive Weighting (SAW) method. The output digital environmental maps produced by the method include the multiplication of data layers, weights and constraints. The simple additive weighting method evaluates each alternative, by the following formula [10]: Ai=∑wj.xij Where (xij) is the score of the (ith) alternative with respect to the(jth) criteria, (wj) is the weighted criteria.(wj) in this formula used from different criteria weighting method. The score value of this resultant map is evaluated and it between (1.88 to 9.28), the output values are divided into seven classes. The white color refer to most suitable area for landfill sitting. Figure ( 5 ) continue the four suitability index maps by using four criteria weighting methods. Figure (5) suitability index maps by using four criteria weighting methods.
  • 14. Prof. Dr. Mohammad .A. Al-Anbari, Muhannad. Y. Thameer http://www.iaeme.com/IJCIET/index.asp 124 editor@iaeme.com 2.7. Conclusions & Recommendations Based on results from applied the models by for different methods for criteria weighting, some conclusions and recommendations can be noted: • When the factors like the ease-of-use feature , time and cost included in generating a set of criteria weights are the major concerns, you must choose the ranking, rating or (trade-off analysis)methods to be applied. On the other hand, when the accuracy and theoretical foundations are the major concerns, you should take (pairwise comparison) to be applied. • Criteria weights calculated by Rating and Trade-off methods, often to be closed together and no large variation on value (from 0.136 to 0.006 and from 0.1 to 0.01). But there is large variation by ranking and pairwise comparison (from 0.233 to 0.016 and from 0.193 to 0.008). • Number of selected landfill sites by Ranking, or Pairwise comparison criteria weighting method remain the same (five sites), but there are different in the volume of landfill site in west of study area (site with strip shape). But with (trade-off analysis)or Rating method there is a lot of other sites selected beside the urban center therefore, this methods not valid to criteria weighting for site selection process. • It recommended to use pairwise comparison method for weighting criteria at any site selection process or any process based on accuracy and theoretical foundations. REFERENCES [1] Chandrappa, R., Das, D.B, 2012, "Solid Waste Management Principles and Practice", Springer-Verlag Berlin Heidelberg. [2] Greene, R., 2010, "Addressing Accessibility Challenges of GIS-based Multiple-Criteria Decision Analysis for Integrated Land Management: Case study in the Humber region of Newfoundland and Labrador, M.sc, Department of Geography, Memorial University of Newfoundland. [3] Kadhim Naief Kadhim Al-Taee, Thair Jabbar Mizhir Al-Fatlawi And Zainab Falah Hussein Al-Barrak, Lowering Groundwater In The Archaelogical Babylon City Using Underground Dams. International Journal of Civil Engineering and Technology, 6(4), 2015, pp. 107-119. [4] Inter-Agency Information and analysis Unit ,2009, "Najaf Governorate Profile", Najaf, Iraq. [5] Malczewski, J. (1997) Propagation of Errors in Multicriteria Location Analysis: A Case Study. In: Fandel, G. and Gal, T., Eds., Multiple Criteria Decision Making, Springer, Berlin, 154-155. [6] Pariatamby, A., Tanaka, M., 2014," Municipal Solid Waste Management in Asia and the Pacific Islands, Challenges and Strategic Solutions", Springer Singapore Heidelberg New York Dordrecht London. [7] Ahmed, S.,M., 2006," Using GIS in Solid Waste Management Planning :A case study for Aurangabad, India", Final Master’s Thesis, Link◌ِ ping, Sweden. [8] Şener, B., 2004, "Landfill Site Selection by Using Geographic Information Systems", M.Sc., Department of Geological Engineering, The Graduate
  • 15. Landfill Site Selection by Using Pairwise Comparison, Rating, Ranking and Trade-off Methods For Criteria Weighting http://www.iaeme.com/IJCIET/index.asp 125 editor@iaeme.com School Of Natural and Applied Sciences of Middle East Technical University. [9] Malczewski,J, 1999, "GIS AND Multicriteria Decision Analysis", John Wiley & Sons, Inc. New York. [10] Kadhim Naief Kadhim and Ahmed Awad Matr Al-Abody, The Geotechnical Maps For Bearing Capacity by Using Gis and Quality of Ground Water For Al-Imam District (Babil - Iraq). International Journal of Civil Engineering and Technology, 6(10), 2015, pp. 176-184. [11] Jasim, H . K., 2012, " Using Environmental Information Database to Select Sanitary Landfills in Babylon Governorate", MSc. ,Civil Engineering Department, University of Babylon, Iraq. [12] Al-Anbari, R., Alnakeeb, A., 2013 "Landfill Site Selection for Kerbala Municipal Solid Wastes by Using Geographical Information System Techniques", Eng.& Tech. Journal, Vol. 32, Part (A), No. 13, 2014.