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SPATIO-TEMPORAL URBAN CHANGE
EXTRACTION AND MODELING OF
KATHMANDU VALLEY
SUPERVISORS :
Asst. Prof. Nawaraj Shrestha
Er. Uma Shanker Panday
8/3/2014 Department of Civil and Geomatics Engineering 1
PROJECT MEMBERS:
Dhruba Poudel
Janak Parajuli
Kamal Shahi
CONTENTS
1. INTRODUCTION
2. OBJECTIVES
3. SCOPE OF PROJECT
4. METHODOLOGY
5. OUTCOMES
6. LIMITATIONS AND RECOMMENDATIONS
7. CONCLUSION
8/3/2014 Department of Civil and Geomatics Engineering 2
1. INTRODUCTION
 Spatial extension of the cities in temporal dimension
 Continuous process all over the world BUT showing more effects on developing
countries
 Universal socio-economic phenomenon occurring world wide, Nepal not an
exception
 urban system is considered as the complex system having characteristics of:
• Non-determinism and tractability
• Limited functional decomposability
• Distributed nature of information and representation
• Emergence and self-organization
8/3/2014 Department of Civil and Geomatics Engineering 3
URBANIZATION
BACKGROUND
 Half of the world's population would live in urban areas by the end of 2008
(UNFPA 2007)
 By 2050, 64.1% and 85.9% of the developing and developed world respectively
will be urbanized (UNFPA 2007)
 Hence urbanization is skyrocketing
8/3/2014 Department of Civil and Geomatics Engineering 4
8/3/2014 Department of Civil and Geomatics Engineering 5
Figure 1.Nepal as fast growing urban area (Source: - UN-HABITAT Global Observatory)
8/3/2014 Department of Civil and Geomatics Engineering 6
Fig 2. (A) and (B) Urban growth around Bouddhanath Area
(A) Is 1967 satellite image from CORONA
(B) Is 2001 IKINOS satellite image
Source: HABITAT INTERNATIONAL(www.elsevier.com/locate/habitatint)
PROBLEM STATEMENT
Kathmandu among fastest growing city in the world.
Limited information on city growth and urbanization patterns.
Limited quantitative information on urban growth rate and direction
Need of informed decision making tool based on which future
strategic plan and action can be made to counterpart fast urban growth.
8/3/2014 Department of Civil and Geomatics Engineering 7
2. OBJECTIVES
 To detect, analyze and visualize the extent of spatial-temporal urban
growth based on multi-temporal Landsat Satellite imagery.
 To quantify the spatial-temporal pattern of urban growth and
landscape fragmentation using spatial metrics.
 To simulate or forecast the urban growth of the study area using
SLEUTH model.
8/3/2014 Department of Civil and Geomatics Engineering 8
3. SCOPE OF PROJECT
This research is attempted in order to:
 Extract the urban area of the Kathmandu valley over different time scales,
 Quantify that urban extent,
 Analyze the changeover difference time periods and
 Predict the future scenario of the urbanization considering the factors affecting the urban
growth
Using following applications:
 Remote sensing
 Geographic Information system (GIS)
 FRAGSTATS to calculate Spatial metrics
 SLEUTH model using Cellular Automata (CA) as UGPM
8/3/2014 Department of Civil and Geomatics Engineering 9
4. METHODOLOGY
8/3/2014 Department of Civil and Geomatics Engineering 10
Kathmandu is the capital city of Nepal and also one of the fastest growing cities of Asia.
This valley is bounded approximately within 27° 32' 00" N to 27° 49'16" N and longitude
85°13'28" E to 85°31'53" E (UTM coordinate system) covering the area of approximately 58 sq.
km.
The population of valley is more than 2.5 million and has population density of 129,250 per sq.
km
a. Project Area
Figure 3. Project Site(Thapa & Muriyama, 2010)
8/3/2014 Department of Civil and Geomatics Engineering 11
S.N. Sensor Date of
Acquisition
Resolution Source WRS Sun Elevation
(degrees)
Sun Azimuth
(degrees)
1 Landsat 5 1989-10-31 30*30 USGS website 141/04100 41 144
2 Landsat 7 1999-11-04 30*30 USGS website 141/041 42.98952434 152.67113676
3 Landsat 5 2009-11-23 30*30 USGS website 141/041 37.81527226 154.04128335
4 Landsat 8 2014-03-26 30*30 USGS website 141/041 55.95689863 133.41063203
a. Landsat TM
b. Data Used
8/3/2014 Department of Civil and Geomatics Engineering 12
S.N. Data Layers Year Projection System Website
1 Contour - WGS 1984 geoportal.icimod.org, accessed on 2014-06-15
2 Landuse 1978 & 1995 WGS 1984 geoportal.icimod.org, accessed on 2014-06-15
3 River - WGS 1984 geoportal.icimod.org accessed on 2014-06-15
4 Road 2010 WGS 1984 geoportal.icimod.org, accessed on 2014-06-15
5 Spot height - WGS 1984 geoportal.icimod.org, accessed on 2014-06-15
6 Kathmandu
Boundary
- WGS 1984 geoportal.icimod.org, accessed on 2014-06-15
b. Geographic Data layers
S.N. Software Use in the Project
1 ENVI  Used for image pre-processing, index-based image processing, supervised classification, accuracy
assessment and confusion matrix calculation, image differencing
2 ESRI’s ArcGIS  To prepare data for spatial metrics, store classified data, visualize them and prepare map
 Accuracy assessment using GCPs
 Used to prepare raster data for SLEUTH
 Process model output
3 FRAGSTATS  To quantify the landscape pattern
4 Map Source  Create and view waypoints along routes and tracks
 To deal with gpx format file
 Accuracy assessment of classified binary map
5 SLEUTH model  To predict future urban growth
6 PC-Pine  Edit scenario files to execute SLEUTH model
7 Cygwin  Used as Linux emulator to run SLEUTH model
8 Others  Expert GPS, Google Earth, GPS Visualizer used for various purposes.
 Photoshop and Paint used to create gray scale 8 bit image in GIF format
13
d. Software and instruments Used
8/3/2014 Department of Civil and Geomatics Engineering
e. Overall Work Flow
8/3/2014 Department of Civil and Geomatics Engineering 14
Figure 4. Work Flow
Image preprocessing
Landsat Image
Accuracy Assessment
Signature Extraction
Image Classification
Classified Map
No
Yes
ReferenceData
Multi-temporal
growth maps
Quantify landscape
Pattern
Analyze and forecast
Urban growth
Spatial metrics SLEUTH Modeling
Multi-temporal
Classified
Map
Final outcomes
1989
2014
2009
1999
8/3/2014 Department of Civil and Geomatics Engineering 15
METHODOLOGICAL:WORK
FLOW
1. RS IMAGE CLASSIFICATION
AND ANALYSIS
2. QUANTIFY URBAN GROWTH
PATTERN USING SPATIAL
METRICS
3.CHANGE DETECTION
4. PREDICTING URBAN
GROWTH PATTERN USING
SLEUTH MODELING
1. RS IMAGE CLASSIFICATION
1.1 Landsat TM Image acquisition
1.2 Image Preprocessing
 Image calibration
 Atmospheric Correction
 Topographic Correction
1.3 Index images generation
 Normalized Difference Built-up Index:
NDBI=(MIR-NIR)/(MIR+NIR)
 Soil Adjusted Vegetation Index:
SAVI=(NIR-Red)(1+L)/(NIR+Red+L)
L is constant 1>L>0
 Modified Normalized Difference Water Index:
MNDWI=(Green-MIR)/(Green+MIR)
 Index based Built-up Index(IBI)
IBI=[NDBI-(SAVI+MNDWI)/2]/[NDBI+(SAVI-
MNDWI)/2]
Click here to see sample index images
1. RS IMAGE CLASSIFICATION
contd…
1.4 Signature Extraction via Region of Interest
 Built-up ROIs
 Non-Built up ROIs
1.5 Supervised Image Classification
 using maximum Likelihood Algorithm
 Classified into two classes i.e. Built and Non-Built
1.6 Accuracy Assessment
 Confusion Matrix
i. Using Ground Truth ROIs in ENVI
ii. Using GPS sample points in GIS
 Visual Interpretation
i. Google earth Overlay
ii. Openstreet map Overlay
iii. Combined Overlay with GPS sample
points
1.7 Multi-Temporal Image analysis
2. QUANTIFY URBAN GROWTH
PATTERN
 Spatial metrics is used to quantify the dynamic
patterns of landscape so will be used to quantify the
urban growth
 Fragstats software was used
 Three categories of metrics were calculated
 Patch metrics
 Class metrics
 Landscape metrics
 Nine types of parameters were calculated
i. Class Area(CA) vi. Edge density(ED)
ii. Number of patches(NP) vii. Cotagion(CONTAG)
iii. Patch density(PD) viii. Shannon’s Diversity
Index(SHDI)
iv. Largest Patch Index(LPI) ix. Shannon’s Eveness
Index(SEVI)
v. Area Weighted Mean Patch
Fractal dimension (AWMPFD)
8/3/2014 Department of Civil and Geomatics Engineering 16
METHODOLOGICAL:WORK
FLOW
1. RS IMAGE CLASSIFICATION
AND ANALYSIS
2. QUANTIFY URBAN GROWTH
PATTERN USING SPATIAL
METRICS
3.CHANGE DETECTION
4. PREDICTING URBAN
GROWTH PATTERN USING
SLEUTH MODELING
1999
2009
1989
2014
3.CHANGE DETECTION
2.1 Image differencing of multi-temporal
classified image
2.2 Post classification comparison in GIS
8/3/2014 Department of Civil and Geomatics Engineering 17
METHODOLOGICAL:WORK
FLOW
1. RS IMAGE CLASSIFICATION
AND ANALYSIS
2. QUANTIFY URBAN GROWTH
PATTERN USING SPATIAL
METRICS
3.CHANGE DETECTION
4. PREDICTING URBAN
GROWTH PATTERN USING
SLEUTH MODELING
4. PREDICTING URBAN GROWTH PATTERN
USING SLEUTH MODELING
 SLEUTH Stands for Slope, land use, exclusion,
urban extent, transportation and hill shade and
consist of urban modeling module and land cover
change transition model
Click here to see model inputs
 Uses five controlling coefficients of growth to
simulate the change
i. Dispersion : simulates spontaneous growth
ii. Breed: simulates new spreading center
iii. Spread : simulates edge growth
iv. Road Gravity : simulates road influenced growth
v. Slope : determines the effect of slope on the
probability of pixel being urbanized
 Model validation
8/3/2014 Department of Civil and Geomatics Engineering 18
METHODOLOGICAL:WORK
FLOW
1. RS IMAGE CLASSIFICATION
AND ANALYSIS
2. QUANTIFY URBAN GROWTH
PATTERN USING SPATIAL
METRICS
3.CHANGE DETECTION
4. PREDICTING URBAN
GROWTH PATTERN USING
SLEUTH MODELING
5. OUTCOMES
8/3/2014 Department of Civil and Geomatics Engineering 19
a. Remote Sensing Image Classification
8/3/2014 Department of Civil and Geomatics Engineering 21
Analyzing Multi-Temporal Image with respect to present road NetworkURBAN MAP 1989
8/3/2014 Department of Civil and Geomatics Engineering 22
1.Confusion Matrix
Calculated via two methods:
 Providing Region of Interests(ROI) of classified image classes in ENVI
 Using Arc GIS’s combine and pivot table tools using input Ground control Points(GCP)
of classified image area and classified image of that date.
Results from confusion matrix:
Year Kappa Coefficient Overall Accuracy
(ROI methodI) (GCP method) ROI method GCP method
1989 0.89 0.87 90.02% 89.28%
1999 0.85 0.84 87.11% 85.61%
2009 0.88 0.86 89.87% 87.48%
2014 0.91 0.89 93.21% 89.77%
b. Accuracy Assessments
8/3/2014 Department of Civil and Geomatics Engineering 23
2. Visual Interpretation
i. Google earth Overlay
ii. Openstreet Map Overlay
Year CA NP PD LPI ED LSI
Non-
Built Built
Non-
built Built
Non-
Built Built
Non-
Built Built
Non-
Built Built
Non-
Built Built
1989 57411.36 873.99 52 1606 0.0892 2.7554 98.4721 0.3181 11.5943 8.8128 7.0482 43.2374
1999 56159.64 2125.71 140 3417 0.2402 5.8625 96.2464 0.8488 23.3956 20.6244 14.3842 65.0487
2009 52905.42 5379.93 1118 3735 1.9181 6.4081 88.8658 6.5222 37.582 34.8108 23.7992 69.1534
2014 49025.61 9259.74 2694 6735 4.6221 11.5552 81.3187 11.4145 66.6682 63.9392 43.8477 96.7477
8/3/2014 Department of Civil and Geomatics Engineering 24
1. CLASS METRICS
c. Quantification of Classified Image
 Increase in urban class area(CA) from 1989-2014 with increase in number of patches(NP)
 Increased number of patches indicating landscape fragmentation
 Fragmentation is high relative to the urban growth resulting increase in patch density(PD)
 Largest patch index, edge density are also in continuous trend of increasing for built-up class
CAN ANAALYZED FURTHER WITH THE HELP OF FOLLOWING GRAPHS:
8/3/2014 Department of Civil and Geomatics Engineering 25
2 . L A N D S C A P E M E T R I C S
8/3/2014 Department of Civil and Geomatics Engineering 26
Year TA NP PD LPI ED LSI FRAC_AM
CONTA
G PR PRD SHDI SHEI
1989 58285.35 1658 2.8446 98.4721 11.6046 7.0019 1.1913 90.778 2 0.0034 0.0779 0.1123
1999 58285.35 3557 6.1027 96.2464 23.411 14.1255 1.2586 81.1899 2 0.0034 0.1566 0.2259
2009 58285.35 4853 8.3263 88.8658 37.5974 22.6851 1.2921 65.2776 2 0.0034 0.3078 0.4441
2014 58285.35 9429 16.1773 81.3187 66.7048 40.2475 1.3455 48.1171 2 0.0034 0.4378 0.6316
Besides the metrics discussed above, FRAC_AM, CONTAG, SHDI, SHEI descries the complexity
of the patches
Which all are increasing for built up class, increasing the complexity of the landscape patches
8/3/2014 Department of Civil and Geomatics Engineering 27
3 . PAT C H M E T R I C S
8/3/2014 Department of Civil and Geomatics Engineering 28
Sample of patch metrics
8/3/2014 Department of Civil and Geomatics Engineering 29
d. Change Detection
8/3/2014 Department of Civil and Geomatics Engineering 30
8/3/2014 Department of Civil and Geomatics Engineering 31
0
100
200
300
400
500
600
700
800
1989-1999 1999-2009 2009-2014
125.172
325.422
775.962
Change Area(Ha/year)
1989-1999
1999-2009
2009-2014
1989-1999 1999-2009 2009-2014
growth rate 2.14 5.58 13.33
0
2
4
6
8
10
12
14
Growthrate(%)
growth rate
 Growth rate is increasing in very high rate
 Growth trend suggests that it will further increase for some decades
 Present growth rate is sufficient to double the urban area of valley in less than 15 years
 Migration, population growth, transportation development and many other new projects
on valley tends to increase more urban growth rate
8/3/2014 Department of Civil and Geomatics Engineering 32
e. SLEUTH Modeling Click here for animation
1. Comparative probability map
SPATIO-TEMPORAL URBAN CHANGE DETECTION, ANALYSIS AND PREDICTION OF KATHMANDU VALLEY
 Figure 1 shows the dominance of growth coefficients over different time period and
fluctuation in the coefficients
 Fluctuation is due to self modification functionality of model
 Figure 2 suggests the rapid growth up to 2022 and decrease in growth rate
8/3/2014 Department of Civil and Geomatics Engineering 34
2. Comparative analysis of coefficients of model and probable urban area
8/3/2014 Department of Civil and Geomatics Engineering
35
3. Coefficient based probability map
8/3/2014 Department of Civil and Geomatics Engineering 36
Types of Growth Patterns in the valley
1. Spontaneous Growth2. New Spreading Centre3. Edge growth4. Road Influenced Growth
8/3/2014 Department of Civil and Geomatics Engineering 37
Types of Growth observed
Infill Development
8/3/2014 Department of Civil and Geomatics Engineering 38
Edge expansion
8/3/2014 Department of Civil and Geomatics Engineering 39
Outlaying Development
8/3/2014 Department of Civil and Geomatics Engineering 40
a. Limitations
 Image classification is binary classification to built-up and non-built up only (not land use
mapping)
 Quantification is based on the binary classified map so spatial metrics are calculated on the
basis of only those landscape class
 Change detection is overall class based but not patch oriented
 Prediction of model is totally based on the factors supported by SLEUTH model
 Political condition, socio-economic and demographic factors lacks even they are the major
factors of urban growth)
6.LIMITATIONS AND RECOMMENDATION
 Use of high resolution image enhances better extraction of built-ups
 Land use classifications of landscape may be more informative than binary classification
 Patch based analysis could have detect the process urban growth trend precisely
 OSM over leesalee metrics could make made model more robust
 SLEUTH-3r would have counter the some of the limitations of SLEUTH model
8/3/2014 Department of Civil and Geomatics Engineering 41
b. Recommendation
7. CONCLUSIONS
 Index based Supervised classification of Landsat TM images can be used for
built-up extraction
 Urban Growth rate of Kathmandu is skyrocketing (from 2.14%-13.315 during
1989-2014)
 Spatial metrics can be used for quantification of landscape to analyze the trend
of urban growth rate and pattern
 Probability map of SLEUTH model is suitable for Regional level of planning
and policy formulation.
8/3/2014 Department of Civil and Geomatics Engineering 42
8/3/2014 Department of Civil and Geomatics Engineering 43
Only the matter is “HOW it comes???”
THANK YOU
8/3/2014 Department of Civil and Geomatics Engineering 44
For any detail: kamal.shahi502@gmail.com

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SPATIO-TEMPORAL URBAN CHANGE DETECTION, ANALYSIS AND PREDICTION OF KATHMANDU VALLEY

  • 1. SPATIO-TEMPORAL URBAN CHANGE EXTRACTION AND MODELING OF KATHMANDU VALLEY SUPERVISORS : Asst. Prof. Nawaraj Shrestha Er. Uma Shanker Panday 8/3/2014 Department of Civil and Geomatics Engineering 1 PROJECT MEMBERS: Dhruba Poudel Janak Parajuli Kamal Shahi
  • 2. CONTENTS 1. INTRODUCTION 2. OBJECTIVES 3. SCOPE OF PROJECT 4. METHODOLOGY 5. OUTCOMES 6. LIMITATIONS AND RECOMMENDATIONS 7. CONCLUSION 8/3/2014 Department of Civil and Geomatics Engineering 2
  • 3. 1. INTRODUCTION  Spatial extension of the cities in temporal dimension  Continuous process all over the world BUT showing more effects on developing countries  Universal socio-economic phenomenon occurring world wide, Nepal not an exception  urban system is considered as the complex system having characteristics of: • Non-determinism and tractability • Limited functional decomposability • Distributed nature of information and representation • Emergence and self-organization 8/3/2014 Department of Civil and Geomatics Engineering 3 URBANIZATION
  • 4. BACKGROUND  Half of the world's population would live in urban areas by the end of 2008 (UNFPA 2007)  By 2050, 64.1% and 85.9% of the developing and developed world respectively will be urbanized (UNFPA 2007)  Hence urbanization is skyrocketing 8/3/2014 Department of Civil and Geomatics Engineering 4
  • 5. 8/3/2014 Department of Civil and Geomatics Engineering 5 Figure 1.Nepal as fast growing urban area (Source: - UN-HABITAT Global Observatory)
  • 6. 8/3/2014 Department of Civil and Geomatics Engineering 6 Fig 2. (A) and (B) Urban growth around Bouddhanath Area (A) Is 1967 satellite image from CORONA (B) Is 2001 IKINOS satellite image Source: HABITAT INTERNATIONAL(www.elsevier.com/locate/habitatint)
  • 7. PROBLEM STATEMENT Kathmandu among fastest growing city in the world. Limited information on city growth and urbanization patterns. Limited quantitative information on urban growth rate and direction Need of informed decision making tool based on which future strategic plan and action can be made to counterpart fast urban growth. 8/3/2014 Department of Civil and Geomatics Engineering 7
  • 8. 2. OBJECTIVES  To detect, analyze and visualize the extent of spatial-temporal urban growth based on multi-temporal Landsat Satellite imagery.  To quantify the spatial-temporal pattern of urban growth and landscape fragmentation using spatial metrics.  To simulate or forecast the urban growth of the study area using SLEUTH model. 8/3/2014 Department of Civil and Geomatics Engineering 8
  • 9. 3. SCOPE OF PROJECT This research is attempted in order to:  Extract the urban area of the Kathmandu valley over different time scales,  Quantify that urban extent,  Analyze the changeover difference time periods and  Predict the future scenario of the urbanization considering the factors affecting the urban growth Using following applications:  Remote sensing  Geographic Information system (GIS)  FRAGSTATS to calculate Spatial metrics  SLEUTH model using Cellular Automata (CA) as UGPM 8/3/2014 Department of Civil and Geomatics Engineering 9
  • 10. 4. METHODOLOGY 8/3/2014 Department of Civil and Geomatics Engineering 10 Kathmandu is the capital city of Nepal and also one of the fastest growing cities of Asia. This valley is bounded approximately within 27° 32' 00" N to 27° 49'16" N and longitude 85°13'28" E to 85°31'53" E (UTM coordinate system) covering the area of approximately 58 sq. km. The population of valley is more than 2.5 million and has population density of 129,250 per sq. km a. Project Area Figure 3. Project Site(Thapa & Muriyama, 2010)
  • 11. 8/3/2014 Department of Civil and Geomatics Engineering 11 S.N. Sensor Date of Acquisition Resolution Source WRS Sun Elevation (degrees) Sun Azimuth (degrees) 1 Landsat 5 1989-10-31 30*30 USGS website 141/04100 41 144 2 Landsat 7 1999-11-04 30*30 USGS website 141/041 42.98952434 152.67113676 3 Landsat 5 2009-11-23 30*30 USGS website 141/041 37.81527226 154.04128335 4 Landsat 8 2014-03-26 30*30 USGS website 141/041 55.95689863 133.41063203 a. Landsat TM b. Data Used
  • 12. 8/3/2014 Department of Civil and Geomatics Engineering 12 S.N. Data Layers Year Projection System Website 1 Contour - WGS 1984 geoportal.icimod.org, accessed on 2014-06-15 2 Landuse 1978 & 1995 WGS 1984 geoportal.icimod.org, accessed on 2014-06-15 3 River - WGS 1984 geoportal.icimod.org accessed on 2014-06-15 4 Road 2010 WGS 1984 geoportal.icimod.org, accessed on 2014-06-15 5 Spot height - WGS 1984 geoportal.icimod.org, accessed on 2014-06-15 6 Kathmandu Boundary - WGS 1984 geoportal.icimod.org, accessed on 2014-06-15 b. Geographic Data layers
  • 13. S.N. Software Use in the Project 1 ENVI  Used for image pre-processing, index-based image processing, supervised classification, accuracy assessment and confusion matrix calculation, image differencing 2 ESRI’s ArcGIS  To prepare data for spatial metrics, store classified data, visualize them and prepare map  Accuracy assessment using GCPs  Used to prepare raster data for SLEUTH  Process model output 3 FRAGSTATS  To quantify the landscape pattern 4 Map Source  Create and view waypoints along routes and tracks  To deal with gpx format file  Accuracy assessment of classified binary map 5 SLEUTH model  To predict future urban growth 6 PC-Pine  Edit scenario files to execute SLEUTH model 7 Cygwin  Used as Linux emulator to run SLEUTH model 8 Others  Expert GPS, Google Earth, GPS Visualizer used for various purposes.  Photoshop and Paint used to create gray scale 8 bit image in GIF format 13 d. Software and instruments Used 8/3/2014 Department of Civil and Geomatics Engineering
  • 14. e. Overall Work Flow 8/3/2014 Department of Civil and Geomatics Engineering 14 Figure 4. Work Flow Image preprocessing Landsat Image Accuracy Assessment Signature Extraction Image Classification Classified Map No Yes ReferenceData Multi-temporal growth maps Quantify landscape Pattern Analyze and forecast Urban growth Spatial metrics SLEUTH Modeling Multi-temporal Classified Map Final outcomes 1989 2014 2009 1999
  • 15. 8/3/2014 Department of Civil and Geomatics Engineering 15 METHODOLOGICAL:WORK FLOW 1. RS IMAGE CLASSIFICATION AND ANALYSIS 2. QUANTIFY URBAN GROWTH PATTERN USING SPATIAL METRICS 3.CHANGE DETECTION 4. PREDICTING URBAN GROWTH PATTERN USING SLEUTH MODELING 1. RS IMAGE CLASSIFICATION 1.1 Landsat TM Image acquisition 1.2 Image Preprocessing  Image calibration  Atmospheric Correction  Topographic Correction 1.3 Index images generation  Normalized Difference Built-up Index: NDBI=(MIR-NIR)/(MIR+NIR)  Soil Adjusted Vegetation Index: SAVI=(NIR-Red)(1+L)/(NIR+Red+L) L is constant 1>L>0  Modified Normalized Difference Water Index: MNDWI=(Green-MIR)/(Green+MIR)  Index based Built-up Index(IBI) IBI=[NDBI-(SAVI+MNDWI)/2]/[NDBI+(SAVI- MNDWI)/2] Click here to see sample index images 1. RS IMAGE CLASSIFICATION contd… 1.4 Signature Extraction via Region of Interest  Built-up ROIs  Non-Built up ROIs 1.5 Supervised Image Classification  using maximum Likelihood Algorithm  Classified into two classes i.e. Built and Non-Built 1.6 Accuracy Assessment  Confusion Matrix i. Using Ground Truth ROIs in ENVI ii. Using GPS sample points in GIS  Visual Interpretation i. Google earth Overlay ii. Openstreet map Overlay iii. Combined Overlay with GPS sample points 1.7 Multi-Temporal Image analysis
  • 16. 2. QUANTIFY URBAN GROWTH PATTERN  Spatial metrics is used to quantify the dynamic patterns of landscape so will be used to quantify the urban growth  Fragstats software was used  Three categories of metrics were calculated  Patch metrics  Class metrics  Landscape metrics  Nine types of parameters were calculated i. Class Area(CA) vi. Edge density(ED) ii. Number of patches(NP) vii. Cotagion(CONTAG) iii. Patch density(PD) viii. Shannon’s Diversity Index(SHDI) iv. Largest Patch Index(LPI) ix. Shannon’s Eveness Index(SEVI) v. Area Weighted Mean Patch Fractal dimension (AWMPFD) 8/3/2014 Department of Civil and Geomatics Engineering 16 METHODOLOGICAL:WORK FLOW 1. RS IMAGE CLASSIFICATION AND ANALYSIS 2. QUANTIFY URBAN GROWTH PATTERN USING SPATIAL METRICS 3.CHANGE DETECTION 4. PREDICTING URBAN GROWTH PATTERN USING SLEUTH MODELING 1999 2009 1989 2014
  • 17. 3.CHANGE DETECTION 2.1 Image differencing of multi-temporal classified image 2.2 Post classification comparison in GIS 8/3/2014 Department of Civil and Geomatics Engineering 17 METHODOLOGICAL:WORK FLOW 1. RS IMAGE CLASSIFICATION AND ANALYSIS 2. QUANTIFY URBAN GROWTH PATTERN USING SPATIAL METRICS 3.CHANGE DETECTION 4. PREDICTING URBAN GROWTH PATTERN USING SLEUTH MODELING
  • 18. 4. PREDICTING URBAN GROWTH PATTERN USING SLEUTH MODELING  SLEUTH Stands for Slope, land use, exclusion, urban extent, transportation and hill shade and consist of urban modeling module and land cover change transition model Click here to see model inputs  Uses five controlling coefficients of growth to simulate the change i. Dispersion : simulates spontaneous growth ii. Breed: simulates new spreading center iii. Spread : simulates edge growth iv. Road Gravity : simulates road influenced growth v. Slope : determines the effect of slope on the probability of pixel being urbanized  Model validation 8/3/2014 Department of Civil and Geomatics Engineering 18 METHODOLOGICAL:WORK FLOW 1. RS IMAGE CLASSIFICATION AND ANALYSIS 2. QUANTIFY URBAN GROWTH PATTERN USING SPATIAL METRICS 3.CHANGE DETECTION 4. PREDICTING URBAN GROWTH PATTERN USING SLEUTH MODELING
  • 19. 5. OUTCOMES 8/3/2014 Department of Civil and Geomatics Engineering 19
  • 20. a. Remote Sensing Image Classification
  • 21. 8/3/2014 Department of Civil and Geomatics Engineering 21 Analyzing Multi-Temporal Image with respect to present road NetworkURBAN MAP 1989
  • 22. 8/3/2014 Department of Civil and Geomatics Engineering 22 1.Confusion Matrix Calculated via two methods:  Providing Region of Interests(ROI) of classified image classes in ENVI  Using Arc GIS’s combine and pivot table tools using input Ground control Points(GCP) of classified image area and classified image of that date. Results from confusion matrix: Year Kappa Coefficient Overall Accuracy (ROI methodI) (GCP method) ROI method GCP method 1989 0.89 0.87 90.02% 89.28% 1999 0.85 0.84 87.11% 85.61% 2009 0.88 0.86 89.87% 87.48% 2014 0.91 0.89 93.21% 89.77% b. Accuracy Assessments
  • 23. 8/3/2014 Department of Civil and Geomatics Engineering 23 2. Visual Interpretation i. Google earth Overlay ii. Openstreet Map Overlay
  • 24. Year CA NP PD LPI ED LSI Non- Built Built Non- built Built Non- Built Built Non- Built Built Non- Built Built Non- Built Built 1989 57411.36 873.99 52 1606 0.0892 2.7554 98.4721 0.3181 11.5943 8.8128 7.0482 43.2374 1999 56159.64 2125.71 140 3417 0.2402 5.8625 96.2464 0.8488 23.3956 20.6244 14.3842 65.0487 2009 52905.42 5379.93 1118 3735 1.9181 6.4081 88.8658 6.5222 37.582 34.8108 23.7992 69.1534 2014 49025.61 9259.74 2694 6735 4.6221 11.5552 81.3187 11.4145 66.6682 63.9392 43.8477 96.7477 8/3/2014 Department of Civil and Geomatics Engineering 24 1. CLASS METRICS c. Quantification of Classified Image  Increase in urban class area(CA) from 1989-2014 with increase in number of patches(NP)  Increased number of patches indicating landscape fragmentation  Fragmentation is high relative to the urban growth resulting increase in patch density(PD)  Largest patch index, edge density are also in continuous trend of increasing for built-up class CAN ANAALYZED FURTHER WITH THE HELP OF FOLLOWING GRAPHS:
  • 25. 8/3/2014 Department of Civil and Geomatics Engineering 25
  • 26. 2 . L A N D S C A P E M E T R I C S 8/3/2014 Department of Civil and Geomatics Engineering 26 Year TA NP PD LPI ED LSI FRAC_AM CONTA G PR PRD SHDI SHEI 1989 58285.35 1658 2.8446 98.4721 11.6046 7.0019 1.1913 90.778 2 0.0034 0.0779 0.1123 1999 58285.35 3557 6.1027 96.2464 23.411 14.1255 1.2586 81.1899 2 0.0034 0.1566 0.2259 2009 58285.35 4853 8.3263 88.8658 37.5974 22.6851 1.2921 65.2776 2 0.0034 0.3078 0.4441 2014 58285.35 9429 16.1773 81.3187 66.7048 40.2475 1.3455 48.1171 2 0.0034 0.4378 0.6316 Besides the metrics discussed above, FRAC_AM, CONTAG, SHDI, SHEI descries the complexity of the patches Which all are increasing for built up class, increasing the complexity of the landscape patches
  • 27. 8/3/2014 Department of Civil and Geomatics Engineering 27
  • 28. 3 . PAT C H M E T R I C S 8/3/2014 Department of Civil and Geomatics Engineering 28 Sample of patch metrics
  • 29. 8/3/2014 Department of Civil and Geomatics Engineering 29 d. Change Detection
  • 30. 8/3/2014 Department of Civil and Geomatics Engineering 30
  • 31. 8/3/2014 Department of Civil and Geomatics Engineering 31 0 100 200 300 400 500 600 700 800 1989-1999 1999-2009 2009-2014 125.172 325.422 775.962 Change Area(Ha/year) 1989-1999 1999-2009 2009-2014 1989-1999 1999-2009 2009-2014 growth rate 2.14 5.58 13.33 0 2 4 6 8 10 12 14 Growthrate(%) growth rate  Growth rate is increasing in very high rate  Growth trend suggests that it will further increase for some decades  Present growth rate is sufficient to double the urban area of valley in less than 15 years  Migration, population growth, transportation development and many other new projects on valley tends to increase more urban growth rate
  • 32. 8/3/2014 Department of Civil and Geomatics Engineering 32 e. SLEUTH Modeling Click here for animation 1. Comparative probability map
  • 34.  Figure 1 shows the dominance of growth coefficients over different time period and fluctuation in the coefficients  Fluctuation is due to self modification functionality of model  Figure 2 suggests the rapid growth up to 2022 and decrease in growth rate 8/3/2014 Department of Civil and Geomatics Engineering 34 2. Comparative analysis of coefficients of model and probable urban area
  • 35. 8/3/2014 Department of Civil and Geomatics Engineering 35 3. Coefficient based probability map
  • 36. 8/3/2014 Department of Civil and Geomatics Engineering 36 Types of Growth Patterns in the valley 1. Spontaneous Growth2. New Spreading Centre3. Edge growth4. Road Influenced Growth
  • 37. 8/3/2014 Department of Civil and Geomatics Engineering 37 Types of Growth observed Infill Development
  • 38. 8/3/2014 Department of Civil and Geomatics Engineering 38 Edge expansion
  • 39. 8/3/2014 Department of Civil and Geomatics Engineering 39 Outlaying Development
  • 40. 8/3/2014 Department of Civil and Geomatics Engineering 40 a. Limitations  Image classification is binary classification to built-up and non-built up only (not land use mapping)  Quantification is based on the binary classified map so spatial metrics are calculated on the basis of only those landscape class  Change detection is overall class based but not patch oriented  Prediction of model is totally based on the factors supported by SLEUTH model  Political condition, socio-economic and demographic factors lacks even they are the major factors of urban growth) 6.LIMITATIONS AND RECOMMENDATION
  • 41.  Use of high resolution image enhances better extraction of built-ups  Land use classifications of landscape may be more informative than binary classification  Patch based analysis could have detect the process urban growth trend precisely  OSM over leesalee metrics could make made model more robust  SLEUTH-3r would have counter the some of the limitations of SLEUTH model 8/3/2014 Department of Civil and Geomatics Engineering 41 b. Recommendation
  • 42. 7. CONCLUSIONS  Index based Supervised classification of Landsat TM images can be used for built-up extraction  Urban Growth rate of Kathmandu is skyrocketing (from 2.14%-13.315 during 1989-2014)  Spatial metrics can be used for quantification of landscape to analyze the trend of urban growth rate and pattern  Probability map of SLEUTH model is suitable for Regional level of planning and policy formulation. 8/3/2014 Department of Civil and Geomatics Engineering 42
  • 43. 8/3/2014 Department of Civil and Geomatics Engineering 43 Only the matter is “HOW it comes???”
  • 44. THANK YOU 8/3/2014 Department of Civil and Geomatics Engineering 44 For any detail: kamal.shahi502@gmail.com

Editor's Notes

  • #6: It is on the topic of background to show the nepal’s status on the urban growth
  • #7: It is also on background to show the Kathmandu as the fastest growing urbanization in the fast urban growing country
  • #8: Urbanization not a problem..coz its continious process and natural process of human development But when its become unmanaged….its the problem To manage the urbanization city planners needs uptodate and empirical data SO LACK OF SUCH DATA ,METHODOLOGY,KNOWLEDGE OF DRIVING FORCES is the main problem statement of our project
  • #9: Three major objectives addressing each of the problem statement