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Recent Studies |
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Evaluation of Space-borne
LIDAR for Terrain Feature Extraction and Mapping |
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The major objective of this study
is to evaluate the potential of space-borne LIDAR (Light Detection
and Ranging) data for extraction and mapping of various terrain
features. The data obtained from GLAS (Geoscience Laser Altimeter
System) on-board ICESAT (Ice, Cloud and land Elevation Satellite), a
space-borne LIDAR launched by NASA in January 2003 for continuous
global observations of the Earth, is used in this study. GLAS emits
a 1064 nm (for surface topography) laser pulse toward Earth’s
surface. It has a large foot print of 70 m, successive laser pulses
are shot spaced at 172 m along-track. Sahaspur area in the western
Dehradun Valley of Uttarakhand State, India, is taken as the test
site (Fig. 1).
The analysis was carried using direct LIDAR return data (amplitude)
and LIDAR waveform data. A customized tool was developed for
reading, visualizing and analyzing ICESAT LIDAR data. The LIDAR-derived
heights were compared with the height generated from SRTM (Shuttle
Radar Topography Mission) and CARTOSAT-1. The maximum difference of
about 18 m was observed with reference to CARTOSAT-1. In case of
bare ground areas, the accuracy is of the order of half a meter with
reference to ground-measured heights. Hence, ICESAT data of bare
earth locations can be used as ground control points for generating
DEMs, either by stereo-photogrammetric or interferometric SAR
techniques. Tree and building heights, and canopy structure (Fig.
1d) were extracted using laser waveform data, and subsequently bare
earth height (DEM) was determined and validated with ground-measured
heights at few locations (R2 = 0.998).
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Fig. 1: (a), (b) ICESAT GLAS foot print, (c) ground photo of forest, and (d) tree canopy structure profile from LIDAR waveform data
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Mapping Aerosol Optical Depth
using IRS-P4 OCM and SeaWiFS Data. |
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Aerosol optical depth (AOD)
derived from SeaWiFS (Sea-viewing Wide Field-of-view Sensor) and
MODIS (Moderate Resolution Imaging Spectroradiometer) sensors data
are routinely used by the scientific community in various climatic
studies. An attempt is made to retrieve the AOD using IRS-P4 OCM
(Ocean Colour Monitor) sensor data, and the results are compared
with that obtained from SeaWiFS and MODIS data.
It is found that in general the OCM retrieved AOD is in good
agreement with that retrieved from SeaWiFS as well as MODIS (Fig.
2). OCM retrieved AOD is, however, closer to SeaWiFS
(correlation=0.88, slope=0.96 and intercept=-0.013) compared to
MODIS (correlation=0.75, slope=0.91 and intercept=0.0198). The RMSE
are found to be ±0.0522 between OCM and SeaWIFS and ±0.0638 between
OCM and MODIS. The mean percentage difference indicates that OCM
retrieved AOD is 12% higher compared to SeaWiFS and 8% higher
compared to MODIS. The mean absolute percentage between OCM derived
AOD and SeaWiFS is found to be less (16%) compared to OCM and MODIS
(20%). The closer agreement between OCM and SeaWiFS, mainly
attributed to closer time of pass, can thus be used to fill the gap
areas of SeaWiFS retrieved AOD with the AOD retrieved from OCM data
(Fig. 3) using the statistical relationship.
Fig. 3: Aerosol optical depth at 865 nm from SeaWiFS (left), and
combined OCM, SeaWiFS (right) data.
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Fig. 2: Aerosol optical depth at 865 nm (OCM, SeaWiFS) and 869 nm (MODIS).
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Fig. 3: Aerosol optical depth at 865 nm from SeaWiFS (left), and combined OCM, SeaWiFS (right) data.
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Detecting and Measuring Land
Subsidence around Bandung City, Indonesia
using D-InSAR, GPS and Aquifer System Compaction Measurements. |
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Bandung, the capital city of West
Java Province, Indonesia, and surrounding urban/industrial areas of
Bandung Basin are reported to have been subsiding since long. In
this work, an integrated approach adopting collateral measurement
techniques namely, space-borne differential interferometric
synthetic aperture radar (D-InSAR), multi-epoch GPS observations and
aquifer system compaction, has been attempted for studying land
subsidence phenomena in the area during post-2000 period.
Space-borne D-InSAR technique depicts three well-defined
subsidence-affected patches in and around (i) Cimahi Selatan, (ii)
Bandung Central, and (iii) Dayeuh Kolot areas (Fig. 4) with the
maximum rates of subsidence 15.8 cm/year, 13.3 cm/year and 12.8
cm/year respectively during post-2000 period (2005-2006). The
results from carrier phase based dual-frequency GPS survey in
classical static mode show the corresponding subsidence rates of
14.1±0.3 cm/year, 13.4±0.2 cm/year, and 9.2±0.4 cm/year and 8.9±0.2
cm/year. The mean aggregated piezometry-induced aquifer system
compaction rates in Cimahi Selatan, Bandung Central and Dayeuh Kolot
areas are estimated as 20.35 cm/year (Range: 16.22–24.48 cm/year),
11.27 cm/year (Range: 8.92–13.62 cm/year), and 15.06 cm/year (Range:
8.81–21.32 cm/year) respectively, being quite close (though slightly
over-estimated) to D-InSAR and GPS-based measurements (Fig. 5). The
study infers groundwater over-extraction as the main cause of land
subsidence in the area
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Fig. 5: Comparison of subsidence results from D-InSAR, GPS and aquifer system compaction measurement techniques.
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Identification and Mapping of
Rat-hole Type Coal Mines as a Source of Acid Mine Drainage using
High Resolution Satellite Data : An Example from Jaiñtia Hills of
North-eastern India. |
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In this study, an attempt is made
to use high-resolution satellite data obtained from CARTOSAT-1 PAN
(spatial resolution – 2.5 m) and RESOURCESAT-1 LISS-IV (spatial
resolution – 5.8 m) for identifying and mapping the artisanal
rat-hole type coal mines in the central part of the Jaiñtia Hills
District of Meghalaya, India. A typical rat-hole mine has one small
diameter shaft, sunk up to the depth of coal seam, with
holes/burrows dug horizontally in all directions on the wall of the
shaft following the coal seam (Fig. 6). Geochemical analysis of
surface water and sediment samples is also carried out to study the
effect of coal mining on surface water quality and stream bed
sediments.
Based on visual analysis, it is found that the high resolution
satellite images mentioned above have potential to identify and
detect the rat-hole type coal mines which typically appear as
near-circular white patches (representing overburden dumps) with
black spot (representing shaft) in the centre (Fig. 7). An algorithm
using the object-oriented classification approach is also developed
to (semi)automatically map such mines with moderately good accuracy.
The chemical analysis of stream-water and stream-bed sediments
during the monsoon and post-monsoon periods indicate the presence of
acid mine drainage (AMD) with abnormally low pH, high acidity, and
high SO4 and Fe contents in stream-water as well as high
concentration of Fe in stream-bed sediments in proximity to these
coal mines.
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Fig. 7: CARTOSAT-1 PAN and RESOURCESAT-1 LISS-4 merged FCC depicting rat-hole type coal mines and other landscape features.
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Characterizing Snow Cover in
Parts of Himalaya using Active MicrowaveRemote Sensing. |
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Active microwave remote sensing,
especially the synthetic aperture radar (SAR), offers all-weather
and all-season imaging capability to monitor the inaccessible
Himalayan snow and glacier cover. A study is carried out to use SAR
data obtained from multiple satellites (C-band ENVISAT ASAR, L-band
ALOS-PALSAR, X-band TerraSAR-x) for mapping the spatial extent and
characterizing the physical properties of snow cover in parts of
Himalaya. Manali area in Himachal Pradesh State and Gangotri area in
Uttarakhand State of India are taken as test sites.
The processing of SAR data, such as importing and multi-looking into
power images, geocoding with the help of SRTM DEM and Landsat ETM+
orthorectified image, and generation of backscatter images, was
carried out using SARSCAPE software. Multi-date image thresholding
method with backscatter ratio (σwet/σdry) of -3db was used to
classify the wet snow cover (Fig. 8a). The backscatter thresholding
algorithms were used to find the dry snow and glacier covered area
with single SAR image datasets. It has been observed that HH-polarization
image under-estimates the snow cover area as compared to HV-polarization
image (Fig. 8b, c). Further work on snow parameter retrieval is in
progress.
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National Carbon Project |
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In order to understand the
terrestrial carbon cycle over India, a comprehensive study through
‘National Carbon Project’ (NCP) has been taken up under the
ISRO-Geosphere Biosphere Programme (IGBP). The major goals of NCP
are:
1) Assessment of Carbon Pools, Fluxes and Net Carbon balance for
terrestrial biomes in India
2) To establish an observational network and create remote
sensing-based spatial databases for modeling and periodic assessment
of net carbon balance in
India
3) To provide support to Second National Communication (SNC)
activity of Ministry of Environment and Forests, GOI to UNFCCC with
respect to carbon
balance.
The project is being implemented as a set
of three inter-related sub-projects, namely:
1) Vegetation Carbon Pool Assessment
2) Soil Carbon Pool Assessment
3) Soil & Vegetation – Atmosphere Carbon Fluxes
Vegetation Carbon Pool Assessment
The sub-project on Vegetation Carbon Pool (VCP) assessment has been
taken up to assess the above ground carbon in different vegetated
ecosystems such as forests, agriculture, trees-outside-forest, etc.
The project aims to develop RS-based methodology to assess national
level carbon availability. The project is being implemented in a
collaborative mode with participation of central and state
government Depts. including various ISRO centers, state forest
departments, universities, etc. Methodology has been developed and
the manpower in different regions of the country has been trained
for data collection. Field data are being collected at about 2000
sites spread across the country. This project will also explore
various RS-based upscaling techniques for converting point-based
field biomass to spatial C maps.
Soil Carbon Pool Assessment
The sub-project on Soil Carbon Pool (SCP) assessment has been taken
to generate spatial datasets on soil carbon density (both organic
and inorganic carbon, up to 1 m depth) along with estimates of
uncertainty, and to estimate the total soil C pool in India. Remote
sensing and GIS techniques are used for mapping the spatially
homogeneous units based on dominant landforms, terrain slope,
agro-ecological sub-region (AESR) and land use/land cover. These
spatially homogeneous units are used for deciding the field sampling
locations and then upscaling the point-based observations on soil
organic and inorganic carbon. The data generated in the project is
centrally pooled and processed for generating national spatial
database on soil carbon pools (total, organic and inorganic) in GIS
environment. As the outcome of this project will be one of the basic
inputs in the C-cycle modeling, it is planned to generate output
maps in 10 km x 10 km gridded framework.
Soil & Vegetation – Atmosphere Carbon
Fluxes
The sub-project on Soil & Vegetation – Atmosphere Carbon Fluxes (SVF)
focuses on terrestrial CO2 flux measurements in different ecological
regions of the country and the use of this data synergistically with
the remotely sensing and other data to determine the source and sink
strengths of different biomes in the country. The major tasks
identified in this sub-project are – (1) establish atmospheric CO2
measurement network and analyze CO2 fluxes; (2) use of satellite
based atmospheric retrievals of CO2 to analyze source-sink patterns
of carbon; (3) establishment of eddy-flux based observation network
to monitor net carbon exchange; (4) measurement and modeling of soil
respiration/emission fluxes; (5) up-scaling of carbon assimilation
fluxes to regional scale using satellite remote sensing; (6)
evaluation of a spatial terrestrial carbon model for long-term
simulation of C-cycle over India; (7) long-term simulation of
air-sea CO2 exchanges over the Indian ocean; and (8) estimation and
modeling of geochemical C fluxes-weathering, wetland efflux,
sediment erosion and deposition, riverine and coastal C flows.
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Landslide
Hazard and Risk Analysis in Part of Garhwal Himalaya |
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Landslide susceptibility mapping
is carried out along the National Highway–108 between Bhatwari and
Gangnani in parts of Garhwal Himalaya, India using a multivariate
statistical method (logistic regression) and the results are
compared with the rock mass classification based slope stability
probability classification (SSPC) method to evaluate the reliability
of multivariate statistical method in identifying potentially
susceptible slopes (Fig. 9). Towards this, historical landslide data
for the last 25 years were collected from Border Roads Organization
(BRO). IRS LISS-III and PAN data were acquired for last 10 years
(1997-2008) and landslide bodies were marked on the satellite images
in consultation with BRO records. Landsat TM data and aerial
photographs were also used to generate the landslide inventory. Nine
different geo-environmental factors were derived from the high
resolution CARTOSAT-1 and RESOURCESAT-1 images in conjunction with
ground data. For hazard mapping, the landslide size (both area and
volume information) along with their temporal probability of
occurrence are considered for calculating the spatio-temporal
probability. Quantitative methods are developed for landslide
vulnerability analysis of the road stretch and vehicles moving on
the roads. While attempting to calculate the building vulnerability,
quantitative assessment is made for the damage of buildings as well
as the people living inside various types of buildings
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Fig. 9: Landslide susceptibility (spatial probability) maps generated using logistic regression and SSPC methods along part of the National Highway–108 in Uttarakhand. Inset shows the location map
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Analysis of
Surface Deformation and Seismicity Induced Landslides due to the
October 8, 2005 Earthquake in Kashmir Himalaya. |
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The October 8, 2005 earthquake of
Kashmir Himalaya (7.6 Mw) with its epicenter located within the
Hazara syntaxis in Indo-Kohistan Seismic Zone caused numerous
landslides and widespread surface deformations, apart from huge loss
of life and property. Multi-resolution satellite data products such
as Indian CARTOSAT-1, RESOURCESAT-1, Landsat-TM and ASTER are
analyzed in order to detect the causative fault and to map
landslides in a largely inaccessible affected region.
The CARTOSAT-1 and RESOURCESAT-1 data products revealed numerous
landslides and extensive damage along the Jhelum valley and
surrounding region. ASTER images, acquired during pre- and
post-event periods with similar viewing geometry and co-registered
by sub-pixel correlation, revealed a linear to curvilinear
discontinuity that could be traced up to a distance of 86 km from
Balakot to southwest of Uri corresponding to the causative fault of
the present earthquake. Further, the fault was confirmed by field
evidences as collected by several researchers. The ground
deformation-cum-damage survey revealed that the hanging wall side of
the causative fault was severely affected and caused numerous
earthquake triggered landslides. The terrain parameters such as
surface geology, slope gradient, slope aspect, curvature and relief
classes were correlated with actual landslide occurrences and
critical classes were identified. The statistical analysis of
landslides inventory based on probability density function enabled
estimation of earthquake magnitude and size of the largest
landslide, which correspond well with the actual field data. The
study estimated total landslide affected area (~67 km2) from the
partial inventory of landslides based on satellite image
interpretation.
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Basin-scale
Hydrological Modelling for Understanding Climate-Land Surface
Interaction– A Case of Mahanadi Basin |
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This study attempts to model the
hydrology and assess the impact of land cover change on stream flows
in Mahanadi river basin (covering ~1,44,000 km2 in Chattisgarh and
Orissa States of India) using a physical-based macro-scale
hydrological model, VIC (Variable Infiltration Capacity). Satellite
images are used to map the land cover in the basin for the years
1972, 1985 and 2003. The comparison of multi-date land cover maps
revealed reduction in forest cover and barren land at the expense of
water body, agriculture and buit-up land in a span of 30 years.
The model was calibrated at the basin outlet (Mundali outlet) for
the year 2003 (Fig. 10). The model performance was found better for
monthly simulations (Nash-sutcliffe coefficient, Ns= 0.89). Based on
analysis of streamflows simulated for the years 1972, 1985 and 2003,
it is observed that there is an increase in annual streamflow by
4.53% (24.4 mm) at Mundali outlet from 1972 to 2003, which is quite
a significant amount in terms of volumetric rise (~3514 Mm3).
Increase in annual streamflow was observed within sub-basins as
well. This increase in streamflow may primarily be attributed to
changes in land cover, especially decrease in forest cover.
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Fig. 10: Hydrologic simulation in Mahanadi Basin. Boxes show simulated (green) and observed (red) hydrographs at different outlets for the year 2003.
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Process based
Soil Erosion Modeling – A Case Study in Himalayan Watershed |
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A research study on process based
modeling for understanding the runoff and erosion processes in the
Himalayan landscape is carried out using a new generation WEPP
(Water Erosion Prediction Project) model, both the Watershed and
Hillslope versions. Sitla Rao watershed in the western Doon Valley
in Dehradun District of Uttarakhand, India is taken as the test
site. Field instruments, such as automatic weather station,
self-recording rain gauges and stage level runoff recorder were
established in the study area.
WEPP model run at hillslope scale helped to understand the
infiltration and surface runoff generation and soil loss pattern
along the hillslope. It revealed that runoff water infiltrated into
mid-backslope and exfiltrated at lower-backslope leading to high
rate of rill and inter-rill erosion at lower backslope, thus
indicating high susceptibility of lower-backslope to soil erosion
(Fig. 11). WEPP model run at watershed scale indicated that the
simulated surface runoff match well (r2 = 0.69) with the observed
runoff for rain events of low to medium rain intensity, while the
model performance is found to be poor for high rain intensity. The
results bring out utility of WEPP model for soil and water
conservation planning at micro-/ mini-watershed level.
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Fig. 11: Average soil loss simulated along hillslope using WEPP model. 1–Hilltop, 2–Upper-backslope, 3–Mid-backslope, 4–Lower-backslope, 5–Toe-hillslope
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FAO-AEZ
Approach for Agricultural Land Use Planning in Rainfed
Agro-ecosystem |
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A spatially explicit FAO-AEZ
approach is used to generate optimal agricultural land use plan in
parts of central and north-western region of India (Rajasthan,
Gujarat and Madhya Pradesh States) representing mainly rainfed
agro-ecosystem. The FAO AEZ approach has the advantage that the
production potential is assessed considering crop-specific
limitations and potentials of prevailing climate, soil, and terrain
resources.
The vector coverage of soil map (source: NBSS&LUP) was prepared in
Arc-GIS. The available water holding capacity (AWHC) was estimated
for each soil mapping unit. Daily climatic data were compiled on a
decadal and monthly basis, and then interpolated using FAO New
LocClim software (v 1.03). Spatial monthly and decadal rainfall and
potential evapotranspiration (PET) data were analyzed to estimate
length of growing period (LGP) spatially. Crop-specific LGP and
water limited yield potential were estimated using BUDGET software
based on simple soil-water balance program by integrating the soil
and crop characteristics. The crop-specific LGP and water limited
yield potential were then integrated with FAO based crop-specific
soil suitability maps to identify areas with highest potential for a
specific crop in the region to optimize crop production (Fig. 12).
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Fig. 12: Crop-specific (soyabean) suitability map in part of Madhya Pradesh State, India based on FAO-AEZ approach
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Aerosol
Climatology over Dehradun |
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Under the Aerosol Radiative
Forcing over India (ARFI) project of ISRO–Geosphere Biosphere
Programme (IGBP), continuous measurements on atmospheric aerosols
are being made at Indian Institute of Remote Sensing (IIRS),
Dehradun. These measurements help to characterize aerosol properties
which when combined with meteorological parameters will provide
vital information in describing the transport and behavior of the
atmospheric aerosols.
The instruments being used for the measurements are – (a)
Multi-wavelength Radiometer (MWR) for studying the spectral
variation in aerosol characteristics at 10 narrow band wavelengths,
(b) Aethalometer for measuring real-time concentration of black (or
elemental) carbon (BC) aerosol particles, (c) High Volume Air
Sampler for characterizing the aerosol particles into different
sizes and for studying other physical properties, (d) Sunphotometer
and Ozonometer for studying the optical properties of aerosols.
Mean monthly spectral variability of aerosol optical depth (AOD)
obtained using MWR during 2008 and 2009 shows relatively strong
wavelength dependence at shorter wavelengths that gradually
decreases towards longer wavelengths which may be attributed to the
dominance of accumulation mode particles (Fig. 13). The AOD values
are comparatively lower (0.08-0.38) during winter
(December–February) than during summer (March-June) period
(0.32-0.62). A slight increase in AOD is also observed at longer
wavelengths during summer, suggesting presence of high concentration
of coarse mode particles. Further, it is observed that the afternoon
AOD values are relatively higher which may be attributed to
convective mixing and cloudy sky conditions.
It is observed that prevailing meteorological conditions play a
significant role in regulating the concentration of BC. The BC
concentration decreases during the period of heavy rainfall
(July–August) and increases during the dry months (Fig. 14). The BC
concentration is highest in December (7500 ng m-3) and is lowest in
August (2320 ng m-3). The annual average BC concentration over
Dehradun is about 4300 ng m-3.
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Fig. 13: Mean monthly spectral variability of AOD over Dehradun. Vertical bars denote the standard deviation from mean.
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Fig. 14: Mean monthly BC concentration over Dehradun. Vertical bars denote the standard deviation from mean.
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Urban Growth
Modelling – Example of an Indian City |
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Appropriate models that could
predict future urban growth in an accurate manner are essential to
help the authorities taking proper policy and planning measures. In
this study, an Artificial Neural Network (ANN) based model is
applied to simulate the urban growth of Saharanpur city in India. In
the proposed model, remote sensing and GIS were used to generate
site attributes, while ANN was used to reveal the relationships
between urban growth potential and the site attributes. Once the ANN
learnt the relationship, it was then used to simulate the urban
growth. Different feed forward ANN architectures were evaluated on a
cell by cell matching using Kappa index and three spatial metrics
namely, Mean Patch Fractal Dimension, Landscape Shape Index and
Percentage of like Adjacencies. Finally, the most optimum ANN
architecture was selected for future growth simulation (Fig. 15).
The study demonstrates that the ANN based model can objectively
simulate urban growth and reduce calibration time, besides
successfully coupling GIS, remote sensing and ANN. Further, the
present model can be used as an urban planning tool to develop
projected growth scenarios and answer “what-if” type questions.
Further, such models can also be extended to provide an objective
understanding of various complex dynamic systems and predicting
their future states. For example, such models can also be applied to
simulate future land-use and land-cover (LULC) changes, which will
form baseline input datasets in global change/carbon cycle models
and hydrological models to understand the linkage among LULC change,
climate, water cycle, etc
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Understanding
and Modeling the Regional Carbon Cycle over India and Surrounding
Oceans |
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As part of National Carbon
Project (NCP), long-term simulation of Net Primary Production (NPP),
Net Ecosystem Production (NEP), and soil organic carbon content over
terrestrial India during 1981-2003 are carried out by using
time-varying inputs of satellite greenness index (NDVI), solar
radiation, air temperature, precipitation, soil and vegetation cover
in the Carnegie–Ames–Stanford Approach (CASA), a terrestrial
biosphere model. It is found that there is an increase in NPP (0.007
Pg C Yr-2 or 8.5%) during the last 22 years over most part of the
country, barring forested regions, because of increased productivity
over agricultural lands. The study also revealed that climate plays
a relatively small (6%) but significant control on the increasing
trends of NPP. The analysis of NEP and SOC trends is in progress.
CO2 fluxes over the tropical Indian Ocean during 2000–2008 are
estimated using data of several key parameters of CO2 exchange
process as input in a semi-empirical model. The key parameters
include partial pressure difference of absorbed CO2 between ocean
and atmosphere, wind speed at the sea surface, sea surface
temperature and sea surface salinity. The estimated fluxes are
mostly positive over the north Indian Ocean (north of 10oS) and
negative over the south tropical Indian Ocean (30oS–10oS). Arabian
Sea is the major source of atmospheric CO2. There exists a strong
seasonal and inter-annual variability in the estimated flux.
Seasonal and inter-annual variability of mid-tropospheric CO2 data
over India and surrounding ocean during 2002–2008 based on AIRS
(Atmospheric InfraRed Sounder, on-board NASA's AQUA satellite)
observations and their relation with surface fluxes (source and
sink) are analyzed. The study reveals that the terrestrial
biospheric flux exchanges over India and oceanic flux exchanges over
the south Indian Ocean appear to be the dominant controlling factors
on seasonal variability of atmospheric CO2 concentration. On
inter-annual scale, fluxes over the terrestrial India and over the
north Indian Ocean, in particular over the Arabian Sea, may play
significant role on the control of atmospheric CO2 concentration.
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Fig. 15: Comparison of simulated (a) and actual (b) growth for Saharanpur city, India, for the year 2001. Red–built-up area, yellow–non built-up area, blue–water body, black–restricted area. North is towards top and each box covers an area of about 9 km x 9 km.
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