05JSSP012013
Transcript of 05JSSP012013
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Identification of Potential Sites for Urban Development
Using GIS Based Multi Criteria Evaluation Techniue!
" Case Stud# of Shimla Municipal "rea$ Shimla District$
%imachal Pradesh$ India
Manish KUMAR1, Vivekananda BISWAS11Kumaun University, Department of Geography, Centre of Excellence for NRDM in Uttara!han", # Campus, $lmora, %ND%$
E&mail' manish!&s'(gmailcom$ thevive&)'(gmail!com
K e y w o r d s: site suita(ility, G%, multi criteria evaluation )MCE*, pair+ise comparison matrix, analytical hierarchy process
A B S T R A C T
1. INTR!UCTIN
The identification of suitable land for urban
development is one of the critical issues of planning *'+!
The suitabilit# of the land for urban development is not
onl# based on a set of ph#sical parameters but also ver#
much on the economic factors! The cumulative effect of
these factors determine the degree of suitabilit# and also
helps in further categori,ing of the land into different
orders of development! The assessment of the ph#sical
parameters of the land is possible b# anal#,ing the land
use$ terrain parameters$ geolog#$ ph#siograph#$ and
distance from road$ distance from the e-istingdevelopment etc! and .hich is much amenable to GIS
anal#sis! "gainst this$ the economic pressures on urban
land are ver# much difficult to be specified and used for
anal#sis! %o.ever$ the assessment of ph#sicalparameters gives an identification of the limitations of
the land for urban development! The concept of
limitation is derived from the ualit# of land! /or
e-ample$ if the slope is high the limitation it offers is
more than a land .hich has gentle slopes or a flat terrain!
Practicall#$ this .ould mean that the development of the
high slope land .ould reuire considerable inputs
0finance$ manpo.er$ materials$ time etc!1 and thus ma#
be less suitable as against the flat land .here the inputs
reuired are considerabl# less! The constraints .ith
respect to the terrain characteristics 0landform1 and their
urban suitabilit# are to be assessed!2ne of the successful and most .idel# used
approaches .hich greatl# reduces the time as .ell as effort
is pair.ise comparison method developed b# Thomas
Centre or Research on Settlements and Urbanism
Journal of Settlements and Spatial Planning
J o u r n a l h o m e p a g e: http://jssp.reviste.ubbcluj.ro
Identification of potential sites for urban development in hill# areas is one of the critical issues of planning! Site suitabilit# anal#sis has
become unavoidable for finding appropriate site for various developmental initiatives$ especiall# in the undulating terrain of the hills!
The stud# illustrates the use of geographic information s#stem 0GIS1 and numerical multi criteria evaluation 0MCE1 techniue for
selection of suitable sites for urban development in Shimla Municipal "rea$ Shimla district$ %imachal Pradesh! /or this purpose
Cartosat ' satellite data .ere used to generate various thematic la#ers using "rcGIS soft.are! /ive criteria$ i!e! slope$ road pro-imit#$
land use3cover$ litholog# and aspect .ere used for land evaluation! The generated thematic maps of these criteria .ere standardi,ed
using pair.ise comparison matri- &no.n as anal#tical hierarch# process 0"%P1! " .eight for each criterion .as generated b#
comparing them .ith each other according to their importance! 4ith the help of these .eights and criteria$ final site suitabilit# map .as
prepared!
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Manish KUMAR, Vivekananda BISWAS
5ournal of Settlements and Spatial Planning$ vol! 6$ no! ' 0)7'81 69:9'
46
Saat# *)+ in the conte-t of the"%P and is one of the
methods of multi criteria decision anal#sis 0MCD"1 *8+! In
general$ pair.ise comparison is made to choose the most
suitable from a given number of alternatives! %o.ever this
process involves error and limitations! It is so because the
capacit# of the human brain does not allo. evaluating each
and ever# given alternative as a result selection being
narro.ed do.n to a fe.er ones! Though this reduces the
load on our brain and ma&es the process e-tremel# simple$
the rationalit# of the process based upon intuitive selection
ma# produce un.anted results choosing a .rong alter:
native and overloo&ing the best solution! Therefore to
sort out these t#pes of errors$ the idea of "%P;s pair.ise
comparison .as introduced$ .hich involves pair.ise
comparison from the ver# initial stage .hen all the
available alternatives are there! That is$ pair.ise
comparison to all available alternatives and not limiting
the domain of decision ma&ing process to a selected once!
That is .h# pair.ise comparison using "%P is more
rational$ more scientific and considerabl# more
advantageous *6+!
+! These classification techniues can be
based on Boolean and fu,,# theor# or artificial neural
net.or&s! Combining GIS and MCD" is also a po.erful
approach to land suitabilit# assessments! GIS enables
computation of the criteria .hile a MCD" can be used to
group them into a suitabilit# inde-! /ollo.ing a similar
approach$ Eastman et al produced a land suitabilit# map
for an industr# near ?athmandu using ID@ISI and "%P
*A+ *+! Pereira and Duc&stein have used MCD" and raster
GIS to evaluate a habitat for endangered species *'7+!
This stud# aims to present ho. po.erful the
GIS based multi criteria evaluation techniue in land
suitabilit# anal#sis for urban development in hill# areasis! This process involves a consideration of five factors$
i!e!$ slope$ road pro-imit#$ land use3cover$ litholog# and
aspect! 4ith the support of geographic information
s#stems 0GIS1$ and numerical multicriteria evaluation
techniues$ these five factors .ere selected to be used in
the anal#sis of the suitabilit# level in Shimla Municipal
area$ Shimla District$ %imachal Pradesh!
". STU!# AR$A
The stud# area 0fig! '1$ vi,! the Shimla Municipal
Corporation$ is one of the oldest municipalities of India.hich e-tends bet.een 8'767' F to 8'7A ' F
latitude and >>7= 9= E to >>'8 97 E longitude$
encompasses an area of )>!9A &m! Its average altitudinal
height is )7')!87 meters above mean sea level! Shimla lies
in the north:.estern ranges of the %imala#as! The average
temperature during summer is bet.een 'C 0== /1
and )AC 0A) /1$ and bet.een H'C 087 /1 and
'7C 097 /1 in .inter! It eno#s the cool temperate
climatic conditions! "s a large and gro.ing cit#$ Shimla is
home to man# .ell:recogni,ed colleges and research
institutions in India! The cit# has a large number of
temples and palaces! Shimla is also .ell noted for its
buildings st#led in Tudorbethan and neo:Gothic
architecture dating from the colonial era!
/ig! '!
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Usin (IS Based M0+)i Cri)eria $va+0a)ion Te*hni40e.A Case S)0dy o Shi/+a M0ni*i-a+ Area, Shi/+a !is)ri*), &i/a*ha+ 5radesh, India
5ournal of Settlements and Spatial Planning$ vol! 6$ no! ' 0)7'81 69:9'
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for urban development! /or this purpose the pair.ise
comparison matri- using Saat#s nine:point .eighing
scale .as applied 0table '1! To develop a pair.ise
comparison matri- different criteria are reuired to
create a ratio matri-! These pair.ise comparisons are
ta&en as input and relative .eights are produced as an
output!
Table '! Fine point .eighting scale for pair.ise comparison *''+!
Intensity of
importanceDescription Suitability class
1 Equal importance Lowest suitability
2 Equal to moderate importance Very low suitability
3 Moderate importance Low suitability
4 Moderate to strong importance Moderately low suitability
5 Strong importance Moderate suitability
6 Strong to very strong importance Moderate high suitability
7 Very strong importance High suitability
8 Very to extremely strong importance Very high suitability
9 Extremely importance Highest suitability
%.6. Co/-0)a)ion o )he *ri)erion weih)s
"fter the formation of pair.ise comparison
matri-$ computation of the criterion .eights has been
done! The computation involves the follo.ing
operationsJ
a1! /inding the sum of the values in each
column of the pair.ise comparison matri-!
b1! Division of each element in the matri- b#
its column total 0the resulting matri- is referred to as
normali,ed pair.ise comparison matri-1!
c1! Computation of average of elements in each
ro. of the normali,ed matri-$ i!e! dividing the sum of
normali,ed scores of each ro. b# the number of
criteria! These averages provide an estimate of the
relative .eights of the criteria being compared!
It should be noted that for preventing bias
thought criteria .eighting the consistenc# ratio 0C@1
.as used!
%.7. $s)i/a)ion o )he *onsis)en*y ra)io
The ne-t step is to calculate a consistenc# ratio0C@1 to measure ho. consistent the udgments have
been relative to large samples of purel# random
udgments! The "%P deals .ith consistenc# e-plicitl#
because in ma&ing paired comparisons$ ust as in
thin&ing$ people do not have the intrinsic logical abilit#
to al.a#s be consistent *'8+! /or estimating consistenc#$
it involves the follo.ing operationsJ
a1! Determination of the .eighted sum vector
b# multipl#ing matri- of comparisons on the right b#
the vector of priorities to get a ne. column vector! Then
divide first component of ne. column vector b# the first
component of priorities vector$ the second componentof ne. column vector b# the second component of
priorities vector$ and so on! /inall#$ sum these values
over the ro.s!
b1! Determination of consistenc# vector b#
dividing the .eighted sum vector b# the criterion
.eights!
2nce the consistenc# vector is calculated it is
reuired to compute values for t.o more terms$ i!e!
lambda 0K1 and the consistenc# inde- 0CI1!
The value for lambda is simpl# the average
value of the consistenc# vector! The calculation of CI is
based on the observation that K is al.a#s greater than or
eual to the number of criteria under consideration 0n1
for positive$ reciprocal matrices and K L n$ if the
pair.ise comparison matri- is consistent matri-!
"ccordingl#$ K:n can be considered as a measure of the
degree of inconsistenc#!
This measure can be normali,ed as follo.sJ
CI L 0K:n1 3 0n:'1
The term CI$ referred to as consistenc# inde-$
provides a measure of departure from consistenc#! To
determine the goodness of C!I!$ the anal#tical hierarch#
process compares it b# random inde- 0@!I!1 and the
result is .hat .e call consistenc# ratio 0C!@!1$ .hich canbe defined asJ
C@ L CI3@I
@andom inde- is the consistenc# inde- of a
randoml# generated pair.ise comparison matri- of
order ' to '7 obtained b# appro-imating random
indices using a sample si,e of 977 *')+! Table ) sho.s
the value of @!I! sorted b# the order of matri-!
The consistenc# ratio 0C@1 is designed in such
a .a# that if C@ 7!'7$ the ratio indicates a reasonable
level of consistenc# in the pair.ise comparisonsN if$
ho.ever$ C@ O 7!'7$ then the values of the ratio areindicative of inconsistent udgments! In such cases one
should reconsider and revise the original values in the
pair.ise comparison matri-!
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Manish KUMAR, Vivekananda BISWAS
5ournal of Settlements and Spatial Planning$ vol! 6$ no! ' 0)7'81 69:9'
48
%.8. Ras)eri9a)ion o *ri)eria /a-s
Different criteria maps .ere converted into
raster data environment for further anal#sis because in
raster data format computation is less complicated than
vector data format *'6+!
Table )! @andom inde-!
Order
MatrixR.I.
Order
MatrixR.I.
1 0.0 6 1.24
2 0.0 7 1.32
3 0.58 8 1.41
4 0.9 9 1.45
5 0.12 10 1.49
%.. In)era)ion o /a-s and -re-ara)ion o
ina+ s0i)ai+i)y /a-
"fter rasteri,ation$ these classified raster maps
.ere integrated in raster calculator of "rcGIS and
multiplied b# .eightage$ and then the final suitabilit#
map .as prepared!
6. R$SU'TS AN! !ISCUSSINS
6.1. Si)e s0i)ai+i)y ana+ysis
The effective criteria in site suitabilit# anal#sis
for urban development are briefl# given belo. along
.ith their individual importance!
lope'Slope is an important criterion in hill#
terrain for finding suitable sites for urban development!
Steep slopes are disadvantageous for construction!
Steeper slopes increase construction costs$ limit
ma-imum floor areas and contribute to erosion during
construction and subseuent use!
Slope '7 degree is considered gentle slope
having the highest intensit# of importance *'9+! Slope
greater than '7 degree has been classified as unsuitable
because it increases the construction cost 0figure ) 0a1
and table 81!
Table 8! Suitabilit# scoring3ran&ing!
Intensity of
importanceSlope (Degree) Lithology
Road proximity
(mts.)Land use/cover Aspect
9 ( Highest) 0-10 0-50 Barren land South
8 ( Very high) Shimla formation 50-100 South-West
7 ( High) 100-150 South-East
6 (Moderate high) 10-20 150-200 West
5 (Moderate) 20-30 200-250 East
4 (Moderate low) 30-40 250-300 North-West3 (Low) 40-50 300-350 North-East
2 (Very low) 50-60 350-400 Agriculture land North
1 (Lowest) >60 >400 Vegetation
Roa" -roximity' @oad is also an important
criterion in site suitabilit# because of the need to
transport ra. products and finished materials!
Construction of ne. road is e-pensive in hill# regions!
Therefore$ effort is made to locate the site nearer to an#
e-isting road if possible! Moreover$ in order to find out
better accessibilit# to the e-isting road$ buffer ,ones have
been created b# ta&ing 97 meter distance from the road!
Table 8 and figure ) 0b1 sho. the buffer ,ones and theirintensit# of importance for road pro-imit# criteria!
.an" use/cover' 9 #ears! Thus barren land is considered highest suitable
for the development 0figure ) 0c1 and table 81!
.ithology' Shimla to.n is situated on the roc&s of
5utogh Group and Shimla Group! 5utogh group occupies
most of the Shimla area and e-tends from "nnadale:Chura
Ba,aar:Prospect %ill:5a&hoo:US Club and highland area!Shimla Group comprising of earlier Chail /ormation and
Shimla Series represented b# shale$ slate$ uart,ite
gre#.ac&e and local conglomerate is .ell e-posed in
Sanauli:Dhalli area! Therefore$ the roc&s mainl# found in
the stud# area are metamorphic roc&s .hich are harder and
relativel# more resistant to erosion *'=+! Thus$ a highest
intensit# of importance has been given to 5utogh Group and
Shimla Group roc&s 0figure ) 0d1 and table 81!
$spectJ "spect generall# refers to the hori,ontal
direction to .hich a mountain slope faces! In the
northern hemisphere north facing slopes receive ver#
little heat from the sun in mid .inter! Conversel#$ southfacing slopes receive much more heat! Therefore$ south
facing slopes tend to be .armer than the northern ones!
In hill# areas people prefer building their houses on the
sunn# faced slopes! Thus$ southern facing slopes have
higher intensit# of importance! East facing slopes catch
sun onl# in the morning .hen temperatures are colder
.hile .est facing slopes catch the sun in the .arm
afternoon! Conseuentl#$ east facing slopes are colder
than .est facing slopes 0figure ) 0e1 and table 81!
6.". S*orin2rankin o *ri)eria
The suitabilit# scoring used in this stud# for
each of the criteria map and their categor# at point
.eighting scale are given in table 8!
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Usin (IS Based M0+)i Cri)eria $va+0a)ion Te*hni40e.A Case S)0dy o Shi/+a M0ni*i-a+ Area, Shi/+a !is)ri*), &i/a*ha+ 5radesh, India
5ournal of Settlements and Spatial Planning$ vol! 6$ no! ' 0)7'81 69:9'
49
6.%. Ca+*0+a)ion o )he *onsis)en*y ra)io
It is reuired to chec& .hether our comparisons
are consistent! Table 9 sho.s the determination of
.eighted sum vector and consistenc# vector!
Calculation of lambda 0K1 L 09!669!''9!6)9!'66!97391 L 9!'8)
Note'
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Manish KUMAR, Vivekananda BISWAS
5ournal of Settlements and Spatial Planning$ vol! 6$ no! ' 0)7'81 69:9'
50
Con"ition 0' Consistenc# ratio C@ 0L7!7)1
7!'7 indicated a reasonable level of consistenc# in the
pair.ise comparisons! Therefore$ the values obtained
satisf# the noted conditions$ .hich denote that the
.eights obtained are agreeable!
/ig! 8! /inal site suitabilit# map!
6.6. 5re-ara)ion o +and s0i)ai+i)y /a-
"ll five criteria maps .ere converted into
raster format$ so that for each pi-el$ a score can be
determined *'>+! "ll the criteria maps .ere integrated
and overlaid and the final site suitabilit# map 0figure 81
.as prepared b# the follo.ing formulaJ
Suitabilit# mapL R *criteria map .eight+
Suitabilit# inde- L 0*Slope+ 7!971 0*@oad
pro-imit#+ 7!)=1 0*Q9'=!
*>+ Wan, ;. 0'61$ 2he use of artificial neural
net+or!s in a geographical information system foragricultural lan"&suita(ility assessment$ Environment
and planning "$ )=$ pp! )=9Q)A6!
Suitability categories Area in km2 Area in %
Extreme low suitable 4.95 17.94
Very low suitable 2.8 10.15
Low suitable 1.18 4.27
Moderately suitable 7.23 26.21High suitable 3.74 13.59
Very high suitable 7.68 27.84
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Usin (IS Based M0+)i Cri)eria $va+0a)ion Te*hni40e.A Case S)0dy o Shi/+a M0ni*i-a+ Area, Shi/+a !is)ri*), &i/a*ha+ 5radesh, India
5ournal of Settlements and Spatial Planning$ vol! 6$ no! ' 0)7'81 69:9'
51
*A+ $as)/an, $ pp! 67>Q6)6!
*''+ $SRI$ Environmental S#stems @esearch Institute$
Inc! 0'=1$ 4or!ing +ith the $rc9ie+ patial $nalyst,
Environmental ystems Research %nstitute$ Inc!$
@edlands$ California$ US"!
*')+ Saa)y, T. '. 0)7771$ :un"amentals of Decision
Ma!ing an" -riority 2heory$ @4S Publications
Pittsburgh!
*'8+ Saa)y, T. '. 0'61$ :un"amentals of Decision
Ma!ing an" -riority 2heory +ith 2he $nalytic
5ierarchy -rocess$ @4S Publications Pittsburgh!*'6+ Chan, K. T.0)77=1$%ntro"uction to Geographic
%nformation ystem$ Tata McGra. %ill$ Fe. Delhi!
*'9+ Rawa), + 1$ite suita(ility
analysis for ur(an "evelopment using G%$ 5ournal of
"pplied Sciences$ >0'A1$ pp! )9>=:)9A8!