Full text: Proceedings, XXth congress (Part 7)

International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XXXV, Part B7. Istanbul 2004 
  
  
model as a tool to imagine, test and choose between possible 
future urban growth scenarios in relation to. different 
environmental and development conditions. 
2. RESEARCH METHODOLOGY 
2.1 Data Assemblages 
Five types of input data are needed to run the SLEUTH urban : 
growth model. They are: urban extent, road, excluded area for 
development, slope, and shaded relief. Most of these input data 
were assembled from the databases constructed by the author 
through different research efforts over the past years. Each layer 
was resampled into three levels of spatial resolutions, namely 60 
m, 120 m, and 240 m. 
2.1.1 Urban Extent: Urban extent is actually urban built-up land, 
thus including all types of urban uses. Five layers of urban extent 
data were extracted from a time series of land use/cover maps 
that were produced with a hybrid approach combining 
unsupervised classification and knowledge-based spatial 
reclassification. Detailed description of these procedures can be 
found from Yang (2002). These layers represent five different 
dates, namely, 1973, 1979, 1987, 1993, and 1999. 
2.1.2 Road: It contains not only major road networks but also 
node points and large shopping malls. For convenience, this layer 
is still named as ‘road’. The major highways were extracted 
from the AND global highway database (http://www.and.com), 
and then updated with satellite images to form 1973, 1987, and 
1999 highway layers for three years. Major node points are 
either (major) highway exits, junctions, or towns where major 
highway(s) runs across. They may be of strategic significance 
for commercial or industrial development. Three layers of large 
mall polygons were extracted from the 1973, 1987, and 1999 
Landsat images. A weighting system was established for 
highways, nodes, and malls, respectively. 
The layers of highways, nodes, and shopping malls in the same 
year were combined to form a single ‘road’ layer. In this way, 
three 'road' layers were produced for 1973, 1987, and 1999, 
respectively. The ‘road' layer for the year of 2025 was produced 
by overlaying the 1999 roads with the improved roadways and 
new roadways according to the 2025 Regional Transportation 
Plan (Atlanta Regional Commission, 2000). 
2.1.3 Excluded Area for Development: Two layers of excluded 
areas were assembled. The first layer is a binary image, 
consisting of the water extracted from 1973 Landsat MSS image 
and the public lands. The latter includes national parks/refuge 
and wilderness areas, archaeological sites/areas, historic sites, 
off-road vehicle sites/areas, wild and scenic areas, state parks, 
USDA land, wildlife management areas, and county Parks. These 
areas were not allowed for urban development. This layer was 
mainly used for the model calibration. 
For the future growth prediction, another layer was built, with 
probabilities of exclusion included. All excluded areas in the 
first layer were still preserved and assigned a value of 100. 
Additionally, this layer contains three levels of buffer zones 
around major streams in the study area. 
2.1.4 Slope and Shaded Relief Image: In order to produce 
terrain slope and shaded relief images, a seamless DEM image 
was constructed by mosaicking 159 USGS 7.5' DEMs covering 
the entire modeled area. Then, a terrain slope image was 
computed and represented in percentage. Furthermore, a layer of 
1228 
the hillshaded image was computed from the DEM. This image 
shows the topographic relief in the study area. It was used as a 
background image for visualization purpose only. 
2.2 Model Calibration 
The purpose of model calibration was to determine the best values 
for five control coefficients, namely, diffusion (overall 
dispersiveness of growth), breed (likelihood of new settlements 
being generated), spread (growth outward from existing spreading 
centers), slope resistance (likelihood of settlements extending up 
steeper terrain), and road gravity (attraction of urbanization near 
road networks). 
The calibration was built upon on a statistical approach. Thirteen 
statistical measures were computed to quantify the historical fit 
between the modeled results and historical urban extent data 
extracted from remotely sensed imagery. The list of these 
statistical measures and their detailed description are given 
elsewhere (Yang and Lo, 2003). They were used to narrow down 
the range and determine the best value for each control coefficient. 
The possible range is between 0 and 100 and the possible 
combinations for the five control coefficients are approximately 
5!? or 7.89 x 109! Ideally, each combination should be assessed. 
Given the computational resources available (a Sun Ultra Model 
1, with 143 Mhz CPU and 64 Mb RAM), however, this would take 
years to complete according to an earlier test. For the time and 
computational resources constraints, the calibration was broken 
down into three phases (Table 1). The coarse calibration was to 
block out the widest range for each control coefficient. The fine 
calibration was to narrow down the ranges to approximately 10 or 
less The final calibration was to determine the best combination, 
which had the following starting values: diffusion(55), breed (8), 
spread(25), slope resistance (53), and road gravity (100). 
Table 1 Calibration runs: input data, calibration files, number of 
Monte Carlo iteration, computation time, and outputs. 
  
Future Simulations 
  
Items 2 > 
Scenario 1 | Scenario 3 
2000-2050 
  
Time Span 
  
Resolution (m) 240 
  
Input Data ‘bantexte 
urban extent 1999 
  
  
  
  
  
(vear) 
‘roads’ 1999 1999, 2025 
excluded areas stream * stream 
buffered buffered 
zones not zones 
considered | considered 
slope same (only one layer can 
be chosen) 
hillshaded relief same (only one layer can 
be chosen) 
  
critical high 
1.500 
  
  
  
  
  
  
  
  
  
Self critical low 0.050 
Modification 
Constraints* boom 1.010 
bust 0.090 
critical slope 21 10 
diffusion 71/88 100/100 
Control breed 10/12 100/100 
Cocfficients* * E mS 
spread 32/40 15/15 
slope resistance 73/100 10/40 
road gravity 100/100 |200/2003*** 
  
  
  
Number of Monte Carlo 
: 100 
Computations 
  
  
  
  
Random Samples 2840 
  
* These are about 1 percent of the total pixel numbers. 
** This number is for the Monte Carlo iterations.
	        
Waiting...

Note to user

Dear user,

In response to current developments in the web technology used by the Goobi viewer, the software no longer supports your browser.

Please use one of the following browsers to display this page correctly.

Thank you.