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FINAL PRESENTATION ON
SPATIAL-TEMPORAL URBAN CHANGE:
EXTRACTION AND MODELING OF KATHMANDU
VALLEY
SUBMITTED TO:
Asst. Prof. Nawaraj Shrestha
Er. Uma Shanker Panday
07/31/14 Department of Civil and Geomatics Engineering 1
SUBMITTED BY:
Dhruba Poudel
Janak Parajuli
Kamal Shahi
CONTENTS
1. INTRODUCTION
2. OBJECTIVES
3. SCOPE
4. METHODOLOGY
5. OUTCOMES
6. LIMITATIONS AND RECOMMENDATIONS
7. CONCLUSION
07/31/14 Department of Civil and Geomatics Engineering 2
1. INTRODUCTION
ormation and growth of cities
eople migrate from rural to city areas
niversal socio-economic phenomenon occurring world wide
07/31/14 Department of Civil and Geomatics Engineering 3
URBANIZATION
BACKGROUND
alf 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)
ence urbanization is skyrocketing
07/31/14 Department of Civil and Geomatics Engineering 4
07/31/14 Department of Civil and Geomatics Engineering 5
Figure 1.Nepal as fast growing urban area (Source: - UN-HABITAT Global Observatory)
07/31/14 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 solid decision making tool to make strong future strategic plan and action to
counter fast urban growth.
07/31/14 Department of Civil and Geomatics Engineering 7
2. OBJECTIVES
o detect, analyze and visualize the extent of spatial-temporal urban growth based
on multi-temporal Landsat Satellite imagery.
o quantify the spatial-temporal pattern of urban growth and landscape
fragmentation using spatial metrics.
o predict urban growth using SLEUTH model.
07/31/14 Department of Civil and Geomatics Engineering 8
3. SCOPE OF PROJECT
This research is conducted in order to:
Extract the urban area of the Kathmandu valley over different time scales,
 Quantify that urban extent,
 Analyze the changes over different time periods and
Predict future urbanization
Using following applications:
Remote sensing
Geographic Information system (GIS)
FRAGSTATS to calculate Spatial metrics
SLEUTH model using Cellular Automata (CA) as UGPM
07/31/14 Department of Civil and Geomatics Engineering 9
4. METHODOLOGY
07/31/14 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)
07/31/14 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
07/31/14 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
c. Software and instruments Used
07/31/14 Department of Civil and Geomatics Engineering
d. Overall Work Flow
07/31/14 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
Multi-temporal
growth maps
Quantify landscape
Pattern
Analyze and forecast
Urban growth
Spatial metrics
 
SLEUTH Modeling
Final outcomes
1989
2014
2009
1999
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]index
07/31/14 Department of Civil and Geomatics Engineering 15
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
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)
07/31/14 Department of Civil and Geomatics Engineering 16
1999
2009
1989
2014
3.CHANGE DETECTION
2.1 Image differencing of multi-temporal
classified image
2.2 Post classification comparison in GIS
07/31/14 Department of Civil and Geomatics Engineering 17
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
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
07/31/14 Department of Civil and Geomatics Engineering 18
5. OUTCOMES
07/31/14 Department of Civil and Geomatics Engineering 19
a. Remote Sensing Image Classification
07/31/14 Department of Civil and Geomatics Engineering 21
1.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
07/31/14 Department of Civil and Geomatics Engineering 22
2. Visual Interpretation
i. Google earth Overlay
07/31/14 Department of Civil and Geomatics Engineering 23
2. Visual Interpretation
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
07/31/14 Department of Civil and Geomatics Engineering 24
1. CLASS METRICS
c. Quantification of Classified Image
07/31/14 Department of Civil and Geomatics Engineering 25
2. LANDSCAPE METRICS
07/31/14 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
07/31/14 Department of Civil and Geomatics Engineering 27
3. PATCH METRICS
07/31/14 Department of Civil and Geomatics Engineering 28
07/31/14 Department of Civil and Geomatics Engineering 29
d. Change Detection
07/31/14 Department of Civil and Geomatics Engineering 30
07/31/14 Department of Civil and Geomatics Engineering 31
07/31/14 Department of Civil and Geomatics Engineering 32
e. SLEUTH Modeling
animation
07/31/14 Department of Civil and Geomatics Engineering 33
07/31/14 Department of Civil and Geomatics Engineering 34
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
se of high resolution image enhances better extraction of built-ups
and use classifications of landscape may be more informative than binary
classification
atch based analysis could have detect the process urban growth trend precisely
SM over leesalee metrics could make made model more robust
07/31/14 Department of Civil and Geomatics Engineering 35
b. Recommendation
7. CONCLUSION
ndex 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)
patial metrics can be used for quantification of landscape to analyze the trend of
urban growth rate and pattern
robability map of SLEUTH model is suitable for Regional level of planning and
policy formulation.
07/31/14 Department of Civil and Geomatics Engineering 36
THANK YOU
07/31/14 Department of Civil and Geomatics Engineering 37
???
07/31/14 Department of Civil and Geomatics Engineering 38
07/31/14 Department of Civil and Geomatics Engineering
39
07/31/14 Department of Civil and Geomatics Engineering 40Kilometers
41
Figure Pre-Classification images: a) Built-up image using NDBI, b) vegetation image
using SAVI, c) water image using MNDWI, d) Index-based image using IBI
07/31/14 Department of Civil and Geomatics Engineering
07/31/14 Department of Civil and Geomatics Engineering 42
Urban Map 1989
07/31/14 Department of Civil and Geomatics Engineering 43
07/31/14 Department of Civil and Geomatics Engineering 44
07/31/14 Department of Civil and Geomatics Engineering 45
07/31/14 Department of Civil and Geomatics Engineering 46
07/31/14 Department of Civil and Geomatics Engineering 47
07/31/14 Department of Civil and Geomatics Engineering 48
07/31/14 Department of Civil and Geomatics Engineering 49
07/31/14 Department of Civil and Geomatics Engineering 50
TYPES OF GROWTH
07/31/14 Department of Civil and Geomatics Engineering 51
07/31/14 Department of Civil and Geomatics Engineering 52

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Spatial-Temporal Urban Change in Kathmandu Valley

  • 1. FINAL PRESENTATION ON SPATIAL-TEMPORAL URBAN CHANGE: EXTRACTION AND MODELING OF KATHMANDU VALLEY SUBMITTED TO: Asst. Prof. Nawaraj Shrestha Er. Uma Shanker Panday 07/31/14 Department of Civil and Geomatics Engineering 1 SUBMITTED BY: Dhruba Poudel Janak Parajuli Kamal Shahi
  • 2. CONTENTS 1. INTRODUCTION 2. OBJECTIVES 3. SCOPE 4. METHODOLOGY 5. OUTCOMES 6. LIMITATIONS AND RECOMMENDATIONS 7. CONCLUSION 07/31/14 Department of Civil and Geomatics Engineering 2
  • 3. 1. INTRODUCTION ormation and growth of cities eople migrate from rural to city areas niversal socio-economic phenomenon occurring world wide 07/31/14 Department of Civil and Geomatics Engineering 3 URBANIZATION
  • 4. BACKGROUND alf 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) ence urbanization is skyrocketing 07/31/14 Department of Civil and Geomatics Engineering 4
  • 5. 07/31/14 Department of Civil and Geomatics Engineering 5 Figure 1.Nepal as fast growing urban area (Source: - UN-HABITAT Global Observatory)
  • 6. 07/31/14 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 solid decision making tool to make strong future strategic plan and action to counter fast urban growth. 07/31/14 Department of Civil and Geomatics Engineering 7
  • 8. 2. OBJECTIVES o detect, analyze and visualize the extent of spatial-temporal urban growth based on multi-temporal Landsat Satellite imagery. o quantify the spatial-temporal pattern of urban growth and landscape fragmentation using spatial metrics. o predict urban growth using SLEUTH model. 07/31/14 Department of Civil and Geomatics Engineering 8
  • 9. 3. SCOPE OF PROJECT This research is conducted in order to: Extract the urban area of the Kathmandu valley over different time scales,  Quantify that urban extent,  Analyze the changes over different time periods and Predict future urbanization Using following applications: Remote sensing Geographic Information system (GIS) FRAGSTATS to calculate Spatial metrics SLEUTH model using Cellular Automata (CA) as UGPM 07/31/14 Department of Civil and Geomatics Engineering 9
  • 10. 4. METHODOLOGY 07/31/14 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. 07/31/14 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. 07/31/14 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 c. Software and instruments Used 07/31/14 Department of Civil and Geomatics Engineering
  • 14. d. Overall Work Flow 07/31/14 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 Multi-temporal growth maps Quantify landscape Pattern Analyze and forecast Urban growth Spatial metrics   SLEUTH Modeling Final outcomes 1989 2014 2009 1999
  • 15. 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]index 07/31/14 Department of Civil and Geomatics Engineering 15 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 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) 07/31/14 Department of Civil and Geomatics Engineering 16 1999 2009 1989 2014
  • 17. 3.CHANGE DETECTION 2.1 Image differencing of multi-temporal classified image 2.2 Post classification comparison in GIS 07/31/14 Department of Civil and Geomatics Engineering 17
  • 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 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 07/31/14 Department of Civil and Geomatics Engineering 18
  • 19. 5. OUTCOMES 07/31/14 Department of Civil and Geomatics Engineering 19
  • 20. a. Remote Sensing Image Classification
  • 21. 07/31/14 Department of Civil and Geomatics Engineering 21 1.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
  • 22. 07/31/14 Department of Civil and Geomatics Engineering 22 2. Visual Interpretation i. Google earth Overlay
  • 23. 07/31/14 Department of Civil and Geomatics Engineering 23 2. Visual Interpretation 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 07/31/14 Department of Civil and Geomatics Engineering 24 1. CLASS METRICS c. Quantification of Classified Image
  • 25. 07/31/14 Department of Civil and Geomatics Engineering 25
  • 26. 2. LANDSCAPE METRICS 07/31/14 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
  • 27. 07/31/14 Department of Civil and Geomatics Engineering 27
  • 28. 3. PATCH METRICS 07/31/14 Department of Civil and Geomatics Engineering 28
  • 29. 07/31/14 Department of Civil and Geomatics Engineering 29 d. Change Detection
  • 30. 07/31/14 Department of Civil and Geomatics Engineering 30
  • 31. 07/31/14 Department of Civil and Geomatics Engineering 31
  • 32. 07/31/14 Department of Civil and Geomatics Engineering 32 e. SLEUTH Modeling animation
  • 33. 07/31/14 Department of Civil and Geomatics Engineering 33
  • 34. 07/31/14 Department of Civil and Geomatics Engineering 34 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
  • 35. se of high resolution image enhances better extraction of built-ups and use classifications of landscape may be more informative than binary classification atch based analysis could have detect the process urban growth trend precisely SM over leesalee metrics could make made model more robust 07/31/14 Department of Civil and Geomatics Engineering 35 b. Recommendation
  • 36. 7. CONCLUSION ndex 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) patial metrics can be used for quantification of landscape to analyze the trend of urban growth rate and pattern robability map of SLEUTH model is suitable for Regional level of planning and policy formulation. 07/31/14 Department of Civil and Geomatics Engineering 36
  • 37. THANK YOU 07/31/14 Department of Civil and Geomatics Engineering 37
  • 38. ??? 07/31/14 Department of Civil and Geomatics Engineering 38
  • 39. 07/31/14 Department of Civil and Geomatics Engineering 39
  • 40. 07/31/14 Department of Civil and Geomatics Engineering 40Kilometers
  • 41. 41 Figure Pre-Classification images: a) Built-up image using NDBI, b) vegetation image using SAVI, c) water image using MNDWI, d) Index-based image using IBI 07/31/14 Department of Civil and Geomatics Engineering
  • 42. 07/31/14 Department of Civil and Geomatics Engineering 42 Urban Map 1989
  • 43. 07/31/14 Department of Civil and Geomatics Engineering 43
  • 44. 07/31/14 Department of Civil and Geomatics Engineering 44
  • 45. 07/31/14 Department of Civil and Geomatics Engineering 45
  • 46. 07/31/14 Department of Civil and Geomatics Engineering 46
  • 47. 07/31/14 Department of Civil and Geomatics Engineering 47
  • 48. 07/31/14 Department of Civil and Geomatics Engineering 48
  • 49. 07/31/14 Department of Civil and Geomatics Engineering 49
  • 50. 07/31/14 Department of Civil and Geomatics Engineering 50
  • 51. TYPES OF GROWTH 07/31/14 Department of Civil and Geomatics Engineering 51
  • 52. 07/31/14 Department of Civil and Geomatics Engineering 52

Editor's Notes

  1. It is on the topic of background to show the nepal’s status on the urban growth
  2. It is also on background to show the Kathmandu as the fastest growing urbanization in the fast urban growing country
  3. 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
  4. Three major objectives addressing each of the problem statement