Digital Elevation Model, Its derivatives and applications

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PREFACE
Engineers are the creative technocrats who apply the theoretical classroom knowledge to build
and develop the practical realities in the form of machines, buildings, software, tools, and what
not. For the purpose of serving the true aim and objective of this noble profession, it is very
essential for the students to engage in the practical learning and its do’s and don’ts while still in
the learning phase, and hence the norm of Practical Training was introduced in the curriculum
and its concept was laid.
I was fortunate enough to have been selected in ISRO, the pioneer in the field of Space
Research and Technology, which itself is the “GODFATHER” to my own branch, for my Summer
Internship.
The knowledge that I had gained in the past 2 years was altogether put to use in the project
assigned to me and with the expert guidance and supervision of my mentor Er. Sagar S.
Salunkhe and the team of inspiring scientists, I was able to successfully complete my Training
Project.
The duration of my Internship was 30 days beginning on 1st June, 2015 and was concluded on
3rd July, 2015.
The experience of the Internship was motivational and inspiring making me realize what
responsibilities lay ahead for us engineers and also how to accomplish and fulfill each with the
zeal and dedication we saw at ISRO.
3rd
July, 2015

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ACKNOWLEDGEMENT
I am very grateful to Dr. A. T. Jeyaseelan General Manager, RRSC-W, NRSC/ISRO, Jodhpur for
providing us with this opportunity to carry out our summer training in this esteemed and
pioneering institution.
I am also thankful to our project mentor Er. Sagar S. Salunkhe, Scientist/Engineer ‘SD’, RRSC-W,
NRSC/ISRO, Jodhpur who extended his full support to my project and helped me complete it
successfully with flying colours. His guidance and expert supervision taught us the rightful
method of Time Management to complete the work in time and his vision of approach taught
us inventive apprehension.
I am also deeply thankful to the team of hardworking scientists of the organization- Dr. A. K.
Bera, Shri Ashish Jain, Shri Hansraj Meena, Shri Gaurav Kumar, Shri Amanpreet Singh, Shri
Sushil Rehpade and Shri Shashikant Sharma, who gave me several knowledgeable
presentations and brushed up my knowledge about the various processes and aspects of the
organization and the fundamentals of the technologies less known to me.
Lastly, I would like to convey my heartfelt gratitude to my family members and friends for
giving me their full support during the project duration.
Shadaab
(Summer trainee, 2015)

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ABSTRACT
Environmental issues are of vital importance for human life on Earth. A question is how can 3
dimensional information of the topography of the Earth surface help us in understanding our
vulnerable environment and secure a more sustainable management and use of our
environmental resources? What are the areas in which digital elevation models are essential
tools easing the struggle towards a better ability to perceive and analyze the physical,
biological, chemical and cultural character of the Earth’s surface? This project tries to answer
some of these questions by giving a presentation of the fundamentals and the representative
applications and possible business opportunities with respect to digital elevation models. Digital
Elevation Model (DEM) is the digital representation of the land surface elevation with respect
to any reference datum. DEMs are used to determine terrain attributes such as elevation at any
point, slope and aspect. Terrain features like drainage basins and channel networks can also be
identified from the DEMs. DEMs are widely used in hydrologic and geologic analyses, hazard
monitoring, natural resources exploration, agricultural management etc. Hydrologic
applications of the DEM include groundwater modeling, estimation of the volume of proposed
reservoirs, determining landslide probability, flood prone area mapping etc.
DEM is generated from the elevation information from several points, which may be regular or
irregular over the space. In the initial days, DEMs were used to be developed from the contours
mapped in the topographic maps or stereoscopic areal images. With the advancement of
technology, today high resolution DEMs for a large part of the globe is available from the radars
onboard the space shuttle.

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CONTENTS
TITLE PAGE NO
1. INDIAN SPACE RESEARCH ORGANISATION v
2. NATIONAL REMOTE SENSING CENTRE vii
3. REGIONAL REMOTE SENSING CENTRE ix
4. REMOTE SENSING x
5. GEOREAPHIC INFORMATION SYSTEM xii
6. DIGITAL ELEVATION MODEL (DEM) xiii
7. DIGITAL ELEVATION MODEL and its DERIVATIVES xxvii
8. REFERENCES xliii

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1. INDIAN SPACE RESEARCH
ORGANISATION
A. S. Kiran Kumar took charge as the Chairman of Indian Space Research Organization and
Space Commission, and also as the Secretary of Department of Space on 12, January, 2015. Mr.
Kiran Kumar is a highly accomplished space scientist and engineer with a distinguished career
spanning over four decades in ISRO in the satellite payload and applications domains.
The corporate headquarters of the Indian Space Research Organization (ISRO) is located in
Bangalore, but, activities related to satellites, launch vehicles, and applications are carried out
at numerous centers throughout the country. The development of the sensors and payloads is
the responsibility of ISRO's Space Application Center (SAC) in Ahmedabad. ISRO Satellite Center
(ISAC) in Bangalore is responsible for the design, development, assembly, and testing of
satellites. Vikram Sarabhai Space Center (VSSC), at Tiruvananthapuram, is responsible for
launch vehicles. Liquid propulsion modules, including cryogenic engines, are developed at the
Liquid Propulsion Systems Center located near Tiruvananthapuram. Satellite launching takes
place from Sriharikota, north of Madras, referred to as SHAR. Hassan, near Bangalore, is where
the Master Control facilities for satellite station keeping are located. The reception and
processing facilities for remote sensing data are available at National Remote Sensing Centre
(NRSA), in Hyderabad.
Antrix Corporation Limited (Antrix), the commercial arm of Indian Space Research Organisation
(ISRO), from 1999 onwards - till date, has successfully launched 40 satellites of foreign
customers from 19 countries, using ISRO's Polar Satellite Launch Vehicle (PSLV) and space
projects including: (i)Establishment of ground stations for reception of data from Indian Remote
Sensing (IRS) satellites along with processing facilities at 20 locations outside India; (ii) Building
two contemporary communication satellites for European customers, and one communication
satellite for Indian strategic user; (iii) providing tracking support for over 70 spacecraft missions
of foreign customers; (iv) provisioning of satellite transponder capacity from Indian
communication satellites for telecommunication, TV broadcasting, Direct-To-Home (DTH)
services and VSAT applications; (v) launching of 40 foreign satellites on-board ISRO's PSLV; (vi)

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establishment of ground terminals for tele-education, tele-medicine, disaster mitigation and
Village Resource Centres; and (vii) consultancy services to domestic and foreign clients.
Today, the main purpose of building launch vehicles is to carry satellites, unmanned spacecraft
and humans to space. ISRO is now building heavier and more complex communication, weather
and remote sensing satellites capable of offering more services. Besides, it is developing an
independent navigation satellite system called Indian Regional Navigation Satellite System. It
will be capable of providing highly accurate position, speed, direction, and time information to
vehicles travelling on land, sea and in the air.

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2. NATIONAL REMOTE SENSING CENTRE
In a large country with growing population, challenges in managing natural resources and
sustaining its environment are manifold. The need for spatial data and a further need to update
the information frequently are of profound value. Realizing this, the Department of Science and
Technology of the Government of India lost no time in moving towards establishing an
institution that would in future become the leading center for remote sensing activities in the
country.
Consequent to the approval of the Union Cabinet, the National Remote Sensing Centre (NRSC)
was registered as a Society on 2nd September 1974, with clearly stated objectives in the
broader domain of undertaking and facilitating remote sensing activities in the country. On
January 15, 1975, Wg.Cdv.K.R.Rao AVSM (retd) took over as Director, NRSC. An airborne
Geophysical survey was started as the first technical activity. The early seventies can be
deemed as our organization formative phase. During the early years, the focus was aerial
photography. A HS-748 aircraft was procured. However, it was being felt that the absence of an
Indian Earth Station to receive satellite data would be a serious handicap in our efforts of
resources survey. NRSC's Governing Body, in its first meeting in August 1975 under the
chairmanship of the then Prime Minister Mrs. Indira Gandhi, approved the establishment of an
earth station in India under the auspices of NRSC and entering into a MoU with the USA
towards receiving earth resources data directly from the Land-sat series of satellite launched by
NASA. Land was allotted by the Govt. of Andhra Pradesh near Shadnagar, about 60 km south of
Hyderabad for this purpose.
The station was declared operational from 1st January 1980, just one and a half years from
concept to completion. Standard output data products were generated for the first time in the
country with proper and systematic radiometric and geometric corrections. A data bank along
with microfiche browse facility was also established. Computer listings giving cloud cover, data
quality, etc. were made available to the user community in the country. With that, NRSC
established the first operational satellite data reception facility in the country. Photo Processing
Lab and Cart The launch of India first operational remote sensing satellite IRS-1A on 17th
March, 1988 initiated NRSC's operational phase. Entire ground segment for reception,
processing and dissemination of IRS-1A was established. Microwave link facility from Shadnagar
to Balanagar and a dedicated line to Bangalore for telemetry data were also established. Data
archival and quick look real time system was integrated with the data acquisition systems.

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Digital browse facility of data products was fully established for operational use. With the sales
figure of data crossing 10,000 mark, NRSC turned towards International marketing.
Subsequently, facilities were upgraded to receive data from SPOT, SAR data from ERS, Metsat,
MODIS data from AQUA and Terra satellites. The IRS-1A initiated national missions in
application and the continuance of the application projects necessitated the launch of
subsequent satellites in the IRS series like IRS1B, IRS-1C, IRS-1D, IRS-P3, IRS-P4 and IRS-
P6ographic facility were also commissioned.

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3. REGIONAL REMOTE SENSING CENTRE
Five Regional Remote Sensing Service Centres (RRSSCs) established under National Natural
Resources Management System (NNRMS) by Department of Science at Bangalore, Jodhpur,
Kharagpur (recently relocated to Kolkata), Dehradun and Nagpur have been integrated with
NRSC and renamed as Regional Remote Sensing Centres (RRSCs) South, West, East, North and
Central respectively on December 2, 2009.
RRSCs support various remote sensing tasks specific to their regions as well as at the national
level. RRSCs are carrying out application projects encompassing all the fields of natural
resources like agriculture and soils, water resources, forestry, oceanography, geology,
environment and urban planning.
Apart from executing application projects, RRSCs are involved in software development,
customisation and packaging specific to user requirements and conducting regular training
programmes for users in Remote Sensing Application, digital techniques, GIS and theme based
applications.RRSC also provides expert advice / consultancy towards promotion of technology
in the country.

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4..REMOTE SENSING
Remote sensing is the science (and to some extent, art) of acquiring information about the
Earth's surface without actually being in contact with it. This is done by sensing and recording
reflected or emitted energy and processing, analyzing, and applying that information.
Remote sensors collect data by detecting the energy that is reflected from Earth. These sensors
can be on satellites or mounted on aircraft. Remote sensors can be either passive or active.
Passive sensors respond to external stimuli. They record natural energy that is reflected or
emitted from the Earth's surface. The most common source of radiation detected by passive
sensors is reflected sunlight. In contrast, active sensors use internal stimuli to collect data about
Earth. For example, a laser-beam remote sensing system projects a laser onto the surface of
Earth and measures the time that it takes for the laser to reflect back to its sensor.
Remote sensing has a wide range of applications in many different fields:
Coastal applications: Monitor shoreline changes, track sediment transport, and map coastal
features. Data can be used for coastal mapping and erosion prevention.
Ocean applications: Monitor ocean circulation and current systems, measure ocean
temperature and wave heights, and track sea ice. Data can be used to better understand the
oceans and how to best manage ocean resources.
Hazard assessment: Track hurricanes, earthquakes, erosion, and flooding. Data can be used to
assess the impacts of a natural disaster and create preparedness strategies to be used before
and after a hazardous event.

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Natural resource management: Monitor land use, map wetlands, and chart wildlife habitats.
Data can be used to minimize the damage that urban growth has on the environment and help
decide how to best protect natural resources.
The quality of remote sensing data consists of its spatial, spectral, radiometric and temporal
resolutions.
Spatial resolution
The size of a pixel that is recorded in a raster image – typically pixels may correspond to square
areas ranging in side length from 1 to 1,000 metres (3.3 to 3,280.8 ft).
Spectral resolution
The wavelength width of the different frequency bands recorded – usually, this is related to the
number of frequency bands recorded by the platform. Current Land-sat collection is that of
seven bands, including several in the infra-red spectrum, ranging from a spectral resolution of
0.07 to 2.1 μm. The Hyperion sensor on Earth Observing-1 resolves 220 bands from 0.4 to 2.5
μm, with a spectral resolution of 0.10 to 0.11 μm per band.
Radiometric resolution
The number of different intensities of radiation the sensor is able to distinguish. Typically, this
ranges from 8 to 14 bits, corresponding to 256 levels of the gray scale and up to 16,384
intensities or "shades" of colour, in each band. It also depends on the instrument noise.
Temporal resolution
The frequency of flyovers by the satellite or plane, and is only relevant in time-series studies or
those requiring an averaged or mosaic image as in deforesting monitoring. This was first used
by the intelligence community where repeated coverage revealed changes in infrastructure, the
deployment of units or the modification/introduction of equipment. Cloud cover over a given
area or object makes it necessary to repeat the collection of said location.

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5. GEOGRAPHIC INFORMATION SYSTEM
A geographic information system (GIS) is a computer system for capturing, storing, checking,
and displaying data related to positions on Earth’s surface. GIS can show many different kinds
of data on one map. This enables people to more easily see, analyze, and understand patterns
and relationships. GIS can use any information that includes location. The location can be
expressed in many different ways, such as latitude and longitude, address, or ZIP code. Many
different types of information can be compared and contrasted using GIS. The system can
include data about people, such as population, income, or education level. It can include
information about the land, such as the location of streams, different kinds of vegetation, and
different kinds of soil. It can include information about the sites of factories, farms, and schools,
or storm drains, roads, and electric power lines.
Putting information into GIS is called data capture. Data that are already in digital form, such as
images taken by satellites and most tables, can simply be uploaded into GIS. Maps must be
scanned, or converted into digital information. GIS technology allows all these different types of
information, no matter their source or original format, to be overlaid on top of one another on
a single map. GIS must make the information from all the various maps and sources align, so
they fit together. One reason this is necessary is because maps have different scales. A scale is
the relationship between the distance on a map and the actual distance on Earth. GIS combines
the information from different sources in such a way that it all has the same scale.

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Once all of the desired data have been entered into a GIS system, they can be combined to
produce a wide variety of individual maps, depending on which data layers are included. For
instance, using GIS technology, many kinds of information can be shown about a single city.
Maps can be produced that relate such information as average income, book sales, and voting
patterns. Any GIS data layer can be added or subtracted to the same map. People working in
many different fields use GIS technology. Many businesses use GIS to help them determine
where to locate a new store. Biologists use GIS to track animal migration patterns. City officials
use GIS to help plan their response in the case of a natural disaster such as an earthquake or
hurricane. GIS maps can show these officials what neighborhoods are most in danger, where to
locate shelters, and what routes people should take to reach safety. Scientists use GIS to
compare population growth to resources such as drinking water, or to try to determine a
region’s future needs for public services like parking, roads, and electricity. There is no limit to
the kind of information that can be analyzed using GIS technology.
6. Digital Elevation Model
Digital ElevationModel (DEM) isthe digital representationof the land surface elevation with respect to
any reference datum. DEMs are used to determine terrain attributes such as elevation at any point,
slope andaspect.Terrainfeatureslike drainagebasinsandchannel networkscanalsobe identified from
the DEMs. DEMs are widely used in hydrologic and geologic analyses, hazard monitoring, natural
resources exploration, agricultural management etc. Hydrologic applications of the DEM include
groundwater modeling, estimation of the volume of proposed reservoirs, determining landslide
probability, flood prone area mapping etc.
DEM isgeneratedfromthe elevationinformationfromseveral points,whichmay be regular or irregular
over the space. In the initial days, DEMs were used to be developed from the contours mapped in the
topographic maps or stereoscopic areal images. With the advancement of technology, today high
resolution DEMs for a large part of the globe is available from the radars onboard the space shuttle.
Definition of a DEM
A DEM is defined as "any digital representation of the continuous variation of relief over space,"
(Burrough, 1986), where relief refers to the height of earth’s surface with respect to the datum
considered.Itcanalsobe consideredasregularlyspacedgridsof the elevationinformation,usedfor the
continuous spatial representation of any terrain.

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Differences between DEM, DSM & DTM
Digital Terrain Model (DTM) and Digital Surface Model (DSM) are often used as synonyms of the DEM.
 Digital Elevation Model (DEM)
A Digital Elevation Model (DEM) is a digital cartographic/geographic dataset of elevations in xyz
coordinates. The terrain elevations for ground positions are sampled at regularly spaced horizontal
intervals.TechnicallyaDEMcontainsonlythe elevation information of the surface, free of vegetation,
buildings and other non-ground objects with reference to a datum such as Mean Sea Level (MSL). In
simple terms, a digital elevation model (DEM) is a digital model or 3D representation of a terrain's
surface — commonlyfora planet(includingEarth),moon,orasteroid — created from terrain elevation
data.
 Digital Terrain Model (DTM)
A digital terrain model is a topographic model of the bare earth –terrain relief - that can be
manipulated by computer programs. The data files contain the spatial elevation data of the
terrain in a digital format which usually presented as a rectangular grid. Vegetation,
buildings and other man-made (artificial) features are removed digitally - leaving just the
underlying terrain.
DTM model is mostly related as raster data type (opposed to vector data type), stored usually
as a rectangular equal-spaced grid, with space (resolution) of between 50 and 500 meters
mostly presented in cartesian coordinate system – i.e. x, y, z (there are DTMs presented in
geographic coordinate system – i.e. angular coordinates of latitude and longitude). For several
applications a higher resolution is required (as high as 1 meter spacing). A DTM can be used to
guide automatic machinery in the construction of a physical model or even in computer games,
where is describes the relief map.

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Figure1. Example of a (a) DEMand (b) DTM
 Digital Surface Model (DSM)
DSM's measure the height values of the first surface on the ground. This includes terrain features,
buildings,vegetationand power lines etc. DSM's therefore provide a topographic model of the earth's
surface. DSM's can be used to create 3D fly-through, support location-based systems and augmented
simulated environments.
Types of Digital Elevation Models
DEMs are generated by using the elevation information from several points spaced at regular or
irregularintervals.The elevationinformationmaybe obtained from different sources like field survey,
topographic contours etc. DEMs use different structures to acquire or store the elevation information
from various sources. Three main type of structures used are the following.
a) Regular square grids
b) Triangulated irregular networks (TIN)
c) Contours

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Figure2. Different types of DEMs (a) Gridded DEM(b) TIN DEM(c) Contour-based DEM
a) Gridded structure
GriddedDEM (GDEM) consistsof regularlyplaced,uniformgridswiththe elevation information of each
grid.The GDEM thusgivesa readilyusable datasetthatrepresentsthe elevationof surface as a function
of geographiclocationatregularlyspacedhorizontal (square) grids.Sincethe GDEMdata isstoredin the
formof a simple matrix,valuescanbe accessedeasily without having to resort to a graphical index and
interpolation procedures.
Figure 3. Gridded DEM
Accuracy of the GDEM and the size of the data dependonthe gridsize.Use of smallergridsize increases
the accuracy. However it increases the data size, and hence results in computational difficulties when
large area isto be analyzed.Onthe otherhand,use of largergrid size may lead to the omission of many
important abrupt changes at sub-grid scale.
Some of the applications of the GDEMs include automatic delineation of drainage networks and
catchment areas, development of terrain characteristics, soil moisture estimation and automated
extraction of parameters for hydrological or hydraulic modeling.
(b) TIN structure

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TIN is a more robust way of storing the spatially varying information. It uses irregular sampling points
connected through non-overlapping triangles. The vertices of the triangles match with the surface
elevation of the sampling point and the triangles (facets) represent the planes connecting the points.
Locationof the sampling points, and hence irregularity in the triangles are based on the irregularity of
the terrain.TIN usesa dense networkof triangles in a rough terrain to capture the abrupt changes, and
a sparse networkina smoothterrain.The resultingTIN datasize isgenerallymuchlessthan the gridded
DEM.
Figure4. TIN DEM
TIN iscreatedby runninganalgorithmovera rasterto capture the nodesrequiredforthe triangles.Even
though several methods exist, the Delaunay triangulation method is the most preferred one for
generating TIN. TIN for Krishna basin in India created using USGS DEMdata (http://www.usgs.gov) is
shown in Fig.5. It can be observed from this figure that the topographical variations are depicted with
the use of large triangleswhere change inslope issmall.Small trianglesof differentshapesandsizes are
used at locations where the fluctuations in slope are high.

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Figure 5. TIN for Krishna basin created from USGS DEMdata
Due to its capabilitytocapture the topographicirregularity,withoutsignificantincrease inthe data size,
for hydrologic modeling under certain circumstances, TIN DEMhas been considered to be better than
the GDEM by some researchers. For example, in gridded DEM-based watershed delineation, flow is
consideredtovaryindirectionswith 450 increments. Using TIN, flow paths can be computed along the
steepest lines of descent of the TIN facets.
(c) Contour-based structure
Contoursrepresent points having equal heights/ elevations with respect to a particular datum such as
Mean Sea Level (MSL). In the contour-based structure, the contour lines are traced from the
topographic maps and are stored with their location (x, y) and elevation information.
These digital contours are used to generate polygons, and each polygon is tagged with the elevation
information from the bounding contour.
Figure 6. Contour-based DEM

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Contour-based DEM is often advantageous over the gridded structure in hydrological and
geomorphological analysesasitcan easilyshow the waterflow paths. Generally the orthogonals to the
contours are the water flow paths.
Major drawback of contour based structure is that the digitized contours give vertices only along the
contour. Infinite number of points are available along the contour lines, whereas not many sampling
pointsare available betweenthe contours.Therefore,accuracyof DEM dependsonthe contourinterval.
Smallerthe contourinterval,the betterwouldbe the resultingDEM.If the contourinterval of the source
map islarge,the surface model createdfromitisgenerallypoor,especially along drainages, ridge lines
and in rocky topography.
Sources of digital elevation data
Elevation information for a DEM may be acquired through filed surveys, from topographic contours,
aerial photographs or satellite imageries using the photogrammetric techniques. Recently radar
interferometric techniques and Laser altimetry have also been used to generate a DEM.
Fieldsurveysgive the pointelevationinformationatvariouslocations.The pointscanbe selected based
on the topographic variations. Contours are the lines joining points of equal elevation. Theref ore,
contours give elevation at infinite numbers of points, however only along the lines.
A digital elevation model can be generated from the points or contours using various interpolation
techniques like linear interpolation, kriging, TIN etc. Accuracy of the resulting DEM depends on the
density of data points available depicting the contour interval, and precision of the input data.
On the other hand, photogrammetric techniques provides continuous elevation data using pairs of
stereo photographs or imageries taken by instruments onboard an aircraft or space shuttle. Radar
interferometry uses a pair of radar images for the same location, from two different points. The
difference observed between the two images is used to interpret the height of the location. Lidar
altimetry also uses a similar principle to generate the elevation information.
Today very fine resolution DEMs at near global scale are readily available from various sources. The
following are some of the sources of global elevation data set.
 GTOPO30
 NOAA GLOBE project
 SRTM
 ASTER Global Digital Elevation Model
 Lidar DEM

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GTOPO30 is the global elevation data set published by the United State Geological Survey (USGS).
Spatial resolution of the data is 30 arc second (approximately 1 Kilometer). The data for the selected
areas can be downloaded from the following website.
http://www1.gsi.go.jp/geowww/globalmap-gsi/gtopo30/gtopo30.html
The Global Land One-km Base Elevation Project (GLOBE) generates a global DEM of 3 arc second
(approximately1kilometer) spatialresolution.Datafromseveral sources will be combined to generate
the DEM. The GLOBE DEM can be obtained from the NOAA National Geophysical Data Centre.
Shuttle Radar Topographic Mission (SRTM) was a mission to generate the topographic data of most of
the land surface (56°S to 60°N) of the Earth, which was jointly run by the National Geospatial-
Intelligence Centre (NGA) and the National Aeronautics and Space Administration (NASA). In this
mission, stereo images were acquired using the Interferometric Synthetic Aperture Radar (IFSAR)
instrumentsonboard the space shuttle Endeavour, and the DEMof the globe was generated using the
radar interferometric techniques. The SRTM digital elevation data for the world is available at 3 arc
seconds(approximately90 m) spatial resolution from the website of the CGIAR Consortium for Spatial
Informationwebsite:http://srtm.csi.cgiar.org/.Forthe UnitedStatesandAustralia,30m resolution data
is also available.
ASTER Global Digital Elevation Model (GDEM) wasgeneratedfromthe stereopairimagescollectedby
the Advanced Space Borne Thermal Emission and Reflection Radiometer (ASTER) instrument onboard
the sun-synchronous Terra satellite. The data was released jointly by the Ministry of Economy, Trade,
and Industry (METI) of Japan and the United States National Aeronautics and Space Administration
(NASA).ASTERinstrumentsconsistedof three separate instruments to operate in the Visible and Near
Infrared (VNIR), Shortwave Infrared (SWIR), and the Thermal Infrared (TIR) bands. ASTER GDEMs are
generated using the stereo pair images collected using the ASTER instruments, covering 99% of the
Earth’s land mass (ranging between latitudes 83oN and 83oS). ASTER GDEMis available at 30m spatial
resolutioninthe GeoTIFFformat.The ASTERGDEM is beingfreelydistributedbyMETI (Japan) and NASA
(USA) through the Earth Remote Sensing Data Analysis Center (ERSDAC) and the NASA Land Processes
Distributed Active Archive Center (LP DAAC)
(https://lpdaac.usgs.gov/lpdaac/products/aster_products_table).
Light Detection and Ranging (LIDAR) sensors operate on the same principle as that of laser
equipment.Pulsesare sentfroma laser onboard an aircraft and the scattered pulses are recorded. The
time lapse forthe returningpulsesisusedtodetermine the two-way distance to the object. LIDAR uses
a sharp beam with high energy and hence high resolution can be achieved. It also enables DEM
generation of a large area within a short period of time with minimum human dependence. The
disadvantage of procuring high resolution LIDAR data is the expense involved in data collection.

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Figure. 7. Lidar DEMat 5m resolution for the downtown area of Austin
APPLICATIONS OF DEM
Geographical information technology and digital image processing have become a rapidly expanding
field in recent years with particular significance in the treatment of geo- and image information for
scientific,commercial andoperational applications.Formostapplicationsinthese three domains,digital
elevation models (DEMs) are an important, integral part. In the following sections the various
applicationsandapplicationareasof DEMs is describedinmore detail.Itisdecided to consider these as
a selection of representative activities in the domains of
• Scientific applications
• Commercial applications
• Industrial applications
• Operational applications
• Military applications
where DEMs play a significant role in the improvement of analysis result, product development and
decision making. Thus, DEM are an asset in a variety of both commercial and public business and

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management fields within telecommunications, navigation, energy, disaster management,
transportation,weatherforecast, remote sensing, geodesy, land cover classification, civil engineering
and manymore.The wide range of differentapplicationsinwhichDEMswill be usefulreflectthe overall
importance of the availability of global, consistent, high quality digital elevation models.
SCIENTIFIC APPLICATIONS
Exact information about the Earths surface is of fundamental importance in all geosciences. The
topography exaggerate control over range of Earth surface processes (evaporation, water flow, mass
movement,forestfires)importantforthe energyexchange between the physical climate system in the
atmosphere andthe biogeochemical cyclesatthe Earth surface.Ecologyinvestigates the dependencies
between all life forms and their environment such as soil, water, climate and landscape. Hydrology
needs the knowledge about the relief to model the movement of water, glaciers and ice.
Geomorphologydescribesthe relief recognizingform-buildingprocesses.Climatologyinvestigatesfluxes
of temperature, moisture, air particles all influenced by topography.
• Inweatherforecastandclimate modeling, models of conversion processes between the ground and
the atmosphere aswell asof movementsinthe loweratmosphericstrataalsorelyonuniformandglobal
DEMs. Relationship between the topography and the shape of the land surface with a variety of state
variablesof geo-processes like evaporation, runoff, soil moisture, influencing the climate in local and
global-scale.
Anotherareaof applicationisaglobal landcoverclassification.Precise mappingandclassificationof the
Earth's surface at a global scale is the most important prerequisite for large-scale modeling of geo-
processes.Innumerousstudies,itwasdemonstratedthat radar images are suitable for documentation
and classification of natural vegetation and agricultural areas. In remote sensing DEMs are used
together with GIS to correct images or retrieve thematic information with respect to sensor geometry
and local relief to produce geocoded products. Thus, for the synergic use of different sensor systems
(andGIS),digital elevationmodel are aprerequisiteforgeocodingsatelliteimagesandcorrectingterrain
effectsinradarscenes. To summarize,the science community,forexample,employs DEMs for research
on
• Climate impact studies
• Water and wildlife management
• Geological and hydrological modeling
• Geographic information technology
• Geomorphology and landscape analysis

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• Mapping purposes and
• Educational programs
COMMERCIAL APPLICATIONS
Commercial applications are more marked and business oriented applications related to sale and
distributionof DEMand DEM products.From thispointof view,twomainmarketsectors are interested
in digital terrain models. One sector employs basic DEM products where data are preprocessed and
geocoded but have no application associated with them. The other sector encompasses the value -
addingservices,whichcoupleDEMswitha specificapplication.The following overview for both sectors
addressesquestionslike Isthere amarketfordigital elevationmodels?Dothe users know the available
products? Are there any competitors on the market? Commercial providers offer DEMs or DEM -
associated products, which are of interests for issues in
• Telecommunication
• Air traffic routing and navigation
• Planning and construction
• Geological exploration
• Hydrological and meteorological services
• Geokoding of remote sensing and
• Market of multimedia applications and computer games
INDUSTRIAL APPLICATIONS
For industrial applications digital elevation models are used for development of market-oriented
product technology, improved services and to increase the economic outcome of the industrial
production.Suchapplicationsare foundwithine.g.the Telecom, Telematics, Avionics, Mining, Mineral
exploration, Tourism and Engineering industry. Telecom industry The telecommunication sector
encompasses manufacturers, wireless service providers and operators. About 60% of all DEMsales in
Europe are to the telecommunication industry. Topographic data are used for
• macro cell planning (area grid cells ranging from 3-5km with elevated base transceiver stations)

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• micro cell planning (mainly applied in central parts of large cities)
• clutterdata(landuse informationinthe telecommunicationindustry) Typicallythe databases of 100m
grid elevation data are used for macro cell planning while detailed 5-10 m elevation data are used for
microcell planning.Toolsare developed for modeling Multi-transmitter communication networks and
for aidinpositioningof radiotowers.Suchtoolsstronglyrelyonthe availabilityof recentDEMs and land
use informationsupplied by value adding companies. Actual digital elevation models are required for
determiningoptimal locationsfortransmittingmastsforall formsof terrestrial radiosignal propagation.
Basedon e.g.the SAR data of the SRTM, DEMs will be calculatedthathave the advantage of showingthe
existing situation "as is", with all human-made and natural objects that might impede radio wave
transmission.AvionicsindustryBycombining land use data and terrain height information with airport
databases, value-adding software companies are able to provide avionics industry with an important
tool for collisionavoidance systems, ground proximity warning and flight management systems. Flight
simulators for crew training will have a realistic background and together with real-time in-flight GPS
positioning information air traffic will become safer.
Telematics industry
The reliability of GPS (Global Positioning System) navigation applications, e.g., for automobiles and
aircraft, depends on actual and precise data, too. The topographic data of SRTM are captured and
processedinorderto maintaincompatibilitywiththe global co-ordinatesystemdefinedfor GPS. Hence,
clear improvements in GPS navigation applications are expected to progress current development.
Terrestrial data acquisition often depends on political decisions, in many cases resulting in abrupt
resolution changes in areas where state borders meet. The resolution of SRTM DEMs will remain
constanton a global scale.Greatcommercial expectationsare associatedwith the expanding market of
car navigationsystemsanddigital roadmap.Here the mostimportant information for the user remains
the horizontal plane,nonetheless,terrainheightisusedby the mapping industry to estimate elevation
values to road segments. New updated road data however are registered with an elevation value by
using GPS in moving vehicles. Updated basic data can considerably enhance the efficiency of
transportationnetworkplanning.Computer-basedscenariosease analysesof necessaryexcavationsand
bridges, which are primary cost factors in the construction of transportation infrastructure. A realistic
simulation of air corridors to airports with actual data is another DEM application. Mining and oil
industryExplorationexpertsare possiblythe mostexperiencedusersof remote sensing data and digital
elevation models. By analyzing optical radar images they determine promising regions of potential
mineral deposits around the world. More and more, a combination of remote sensing data, especially
DEMs, withgravitymaps the identification of oil spills on satellite imagery and other phenomena and
combinations leads the prospecting companies to successful explorations. In addition to exploration
activities digital elevation models are also used for monitoring the exploration consequences. The

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problems of “subsidence in mining regions”, for example, is addressed by Atlantis Scientific Inc. in
cooperation with Shell Oil.
Tourism industry
Withthe widespreadavailability of personal computers in private households, the valueadding sector
increasinglyturnstoexpandingprivate market.A greatpotentialexistsinthe areasof touristandleisure
maps,digital color-codedsatellitemapsanddigital elevationmodels.Anexample isthe CDrom “Opplev
Norge”providedby the Norwegian Mapping Authority. Although still only using 2D maps. It should be
combinedwithadigital elevationmodel combinedwithafly-through software that enables the user to
virtually cruise over the terrain surface of Norway. Other applications and companies can be found in
the touristsection.PortierSystemcombines2Dmapdata, satellite imagesandorthophotos with digital
elevation models with tourist information to yield a tourist information system for Norway or any
specific region. Further, the users are able to inform themselves interactively about their potential
vacation destination. The user can extract 3D visualizations and 3D fly-through animations of scenic
viewpoints and specific scenic regions of Norwegian nature. They can also extract information on
infrastructure, accommodations, leisure activities, opening hours of restaurants and More.
OPERATIONAL APPLICATIONS
Geoinformationisasubstantial partof the needof modernsociety for communication and information
technologies. This data is increasingly used throughout all levels in administration, management and
planning. Geoinformation is the basis for regional planning and its availability the prerequi site for
decisionmakingprocessesinorder to locate infrastructure development and investment. Operational
applications include applications where DEMis used to improve management and planning of natural
resourcesand within areas of regional planning, environmental protection, hazard reduction, military
and othersecurity-relevantapplications,insurance issues,healthservices,agriculture, forestry, and soil
conservation. Operational applications are mostly related to state and governmental services and
management operations. DEMs may ultimately replace printed maps as the standard means of
portraying landforms. Finally, operational users need DEMs for
• generating and updating geoinformation for governmental issues
• administering assistance in areas inflicted by disasters
• airline operation safety, and
• security relevant activities (risk and hazard)

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Below follows some examples of operational applications.
Reconnaissance for mineral and water resources A successful reconnaissance for mineral and wate r
resources is often dependent on the opportunities of a synoptic view of many geospatial information
sources.Geophysical andgeological prospectinghastobe done inseveral stepsbyincreasingdegreesof
intensitymapping and prospecting . Remote sensing information and digital elevation models deliver
basicinformationongeologicstructures.Theseinformationsourcesare especially important in remote
areas where coverage bytopographicmapsislimited.An example is finding ground water resources in
Africa where drinking water resources are scarce. German Remotes Sensing Center aims at extracting
ground water relevant information from radar images. Information on hydrological patterns,
lineaments,morphological structures,tectonicandsedimentological anomalies are to be extracted and
to be mergedwithoptical satellite dataandavailable topographicandgeological maps.Remote sensing
techniques are being utilized to search for promising bearing grounds and to designate locations of
wells.Highresolutiondigitalelevationmodelswoulddelivermuchneededadditional informationforthe
interpretation of the ground water relevant structures and catchment areas, e.g. for wadis. Aircraft
guidance systems – flight simulations Current investigations in the field of aircraft guidance systems
focus on the improvements of operational safety and quality. Today aircraft crews have to handle
increasingly complex situations. The simulated topography renders additional information and
ascertainssafety,particularin critical situation like in darkness and under adverse weather conditions.
The detailedsimulationof landscape basedonaccurate digital elevationmodel is important for training
purposes but, more so, guiding the aircraft when approaching an unsupported airstrip, be it times of
militaryactionsorwhenattemptingtoreachan undeveloped area affected by natural hazards or other
catastrophicevents.Onlyif the integratedterraindataare reliable cantheybe introducedsafelyto such
critical applications. Consequently, high accuracy and high resolution are of great importance. Forest
planning and management Resent years there has been an increasing focus on a sustainable
management of natural resources like forest. Tools have been developed e.g. at SINTEF applied
mathematics to create plans for a sustainable management of forest during a longer time span. By
introducingdigital terrainmodelsdifferentcriteriaconcerning the topography of the forest area can be
considered in the planning process. Examples are calculation of slope gradient and its influence on
erosionprocessdue toclearcuttingof hill slopes;aspectcomputation and the effect of solar insolation
on forest growth and derivation of surface curvature related to soil moisture conditions. Planning of
breakwater constructions Breakwaters are important to protect harbors for damages caused by large
oceanwavese.g.alongthe Norwegiancoastline. Exact location of the breakwaters is important to give
maximumprotectiondue toe.g. prevailing wind directions. Digital models of the seafloor bottom and
the coastal zone can be used to produce realistic computer simulations of the optimal location of
breakwatersbefore construction.Itiswell knownthatseafloor topography and coast morphology have
significant effects on the direction and size of ocean waves at shallow water. Mass movement and
hazard prediction Rock fall and avalanches is responsible for large costs due to reparation of
infrastructure and buildings in addition to the loss of life for more catastrophic events. An important
task for the public community is to predict and prevent such hazardous events. Digital terrain models

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combinedwithgeological, vegetation and soil information is important to detect risk areas in order to
preventbuildingconstructionsandwhere tostartspecificprotectionactions.Suchinformationisalso of
interestforinsurance companiesin determination of high-risk areas with larger potential for damages
and thusexposedforhigherinsurance fees. Hydrology Flooding risk assessment The modeling of river
catchmentareas necessitateshigh-precision DEMs that are homogeneous and not confined to areas of
the respective water authorities. Only the combination of exact topographic data, situational
information,dataonprecipitation,waterretentionandstorage capacitiesenablesprecisestatementsas
to the durationand extentof floodscausedbyrivers.Aside fromsuch extreme situations, a continuous
monitoringof hydrological phenomenaisuseful inagriculture,for example,inhelping making decisions
on the needforirrigation.Incoastal zones,DEMs can be used to assess in advance the dangers in areas
exposed to potential inundation, and help governments in their task of maintaining open shipping
routes.Disastermanagement(prevention,relief,assessment)Disastermanagementisoftenimpededby
lacking, incorrect or simply imprecise information about the situation on the ground. Up-to-date and
precise data are imperative in assessing potential risks (posed by floods, for example), in employing
relief personneleffectively,indisasteraid(e.g.,locatingadequate spots for dropping of relief supplies)
and in analyzing damages and changes.
6. DIGITAL ELEVATION MODEL and its
DERIVATIVES

xxviii
With the Surface tools; also known as the digital elevation model derivatives, one can quantify and
visualize a terrain landform.
Starting with a raster elevation surface as input, with these tools, one can gain information by
producing a new dataset that identifies a specific pattern within an original dataset. One can derive
patterns that were not readily apparent in the original surface, such as contours, angle of slope,
steepest downslope direction (Aspect), shaded relief (Hill-shade), and View-shed.
Each surface tool provides insight into a surface that can be used as an end in it or as input into
additional analysis.
1. Aspect
Tool Description
Aspect Derives aspect from a raster surface. The aspect identifies the downslope
direction of the maximum rate of change in value from each cell to its neighbors.
Contour Creates a line feature class of contours (isolines) from a raster surface.
Contour List Creates a feature class of selected contour values from a raster surface.
Contour with
Barriers
Creates contours from a raster surface. The inclusion of barrier features will allow
one to independently generate contours on either side of a barrier.
Curvature Calculates the curvature of a raster surface, optionally including profile and plan
curvature.
Cut Fill Calculates the volume change between two surfaces. This is typically used for cut
and fill operations.
Hill-shade Creates a shaded relief from a surface raster by considering the illumination
source angle and shadows.
Observer
Points
Identifies which observer points are visible from each raster surface location.
Slope Identifies the slope (gradient, or rate of maximum change in z-value) from each
cell of a raster surface.
View-shed Determines the raster surface locations visible to a set of observer features.

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Aspectidentifiesthe downslopedirection of the maximum rate of change in value from each cell to its
neighbors. It can be thought of as the slope direction. The values of each cell in the output raster
indicate the compass direction that the surface faces at that location. It is measured clockwise in
degreesfrom0 (due north) to360 (againdue north),coming full circle. Flat areas having no downslope
directionare given a value of -1. The value of each cell in an aspect dataset indicates the direction the
cell's slope faces.
Aspect Directions
Conceptually, the Aspect tool fits a plane to the z-values of a 3 x 3 cell neighborhood around the
processing or center cell. The direction the plane faces is the aspect for the processing cell.
The following diagram shows an input elevation dataset and the output aspect raster.
Applications
With the Aspect tool, one can do the following:
 Find all north-facing slopes on a mountain as part of a search for the best slopes for ski runs.
 Calculate the solar illumination for each location in a region as part of a study to determine the
diversity of life at each site.
 Findall southerlyslopesinamountainousregiontoidentifylocationswhere the snow is likely to
melt first as part of a study to identify those residential locations likely to be hit by runoff first.
 Identify areas of flat land to find an area for a plane to land in an emergency.
The Aspect algorithm

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A moving 3 x 3 window visits each cell in the input raster, and for each cell in the center of the
window, an aspect value is calculated using an algorithm that incorporates the values of the
cell's eight neighbors. The cells are identified as letters a to i, with e representing the cell for
which the aspect is being calculated.
Surface window
The rate of change in the x direction for cell e is calculated with the following algorithm:
[dz/dx] = ((c + 2f + i) - (a + 2d + g)) / 8
The rate of change in the y direction for cell e is calculated with the following algorithm:
[dz/dy] = ((g + 2h + i) - (a + 2b + c)) / 8
Taking the rate of change in both the x and y direction for cell e, aspect is calculated using:
aspect = 57.29578 * atan2 ([dz/dy] -[dz/dx])
The aspect value is then converted to compass direction values (0-360 degrees), according to the
following rule:
if aspect < 0
cell = 90.0 - aspect
else if aspect > 90.0
cell = 360.0 - aspect + 90.0
else
cell = 90.0 – aspect

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2. Slope
For each cell, the Slope tool calculates the maximum rate of change in value from that cell to its
neighbors.Basically,the maximumchange inelevationoverthe distance between the cell and its eight
neighbors identifies the steepest downhill descent from the cell.
Conceptually,the tool fitsaplane to the z-values of a 3 x 3 cell neighborhood around the processing or
center cell. The slope value of this plane is calculated using the average maximum technique (see
References). The direction the plane faces is the aspect for the processing cell. The lower the slope
value, the flatter the terrain; the higher the slope value, the steeper the terrain.
If there is a cell locationinthe neighborhoodwithaNoDataz-value,the z-valueof the centercell will be
assignedtothe location. At the edge of the raster, at least three cells (outside the raster's extent) will
contain NoData as their z-values. These cells will be assigned the center cell's z-value. The result is a
flattening of the 3 x 3 plane fitted to these edge cells, which usually leads to a reduction in the slope.
The output slope raster can be calculated in two types of units, degrees or percent (percent rise). The
percentrise can be betterunderstoodif youconsideritasthe rise dividedbythe run, multiplied by 100.
Consider triangle B below. When the angle is 45 degrees, the rise is equal to the run, and the percent
rise is100 percent.Asthe slope angle approachesvertical (90degrees),asintriangle C, the percent rise
begins to approach infinity.
The Slope tool is most frequently run on an elevation dataset, as the following diagrams show.
Steeper slopes are shaded red on the output slope raster.

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The tool can also be used with other types of continuous data, such as population, to identify sharp
changes in value.
The Slope algorithm
The rates of change (delta) of the surface in the horizontal (dz/dx) and vertical (dz/dy) directions
from the center cell determine the slope. The basic algorithm used to calculate the slope is:
slope_radians = ATAN ( √ ([dz/dx]2
+ [dz/dy]2
) )
Slope is commonly measured in units of degrees, which uses the algorithm:
slope_degrees = ATAN ( √ ([dz/dx]2
+ [dz/dy]2
) ) * 57.29578
The slope algorithm can also be interpreted as:
slope_degrees = ATAN (rise_run) * 57.29578
where:
rise_run = √ ([dz/dx]2
+ [dz/dy]2
]
The values of the center cell and its eight neighbors determine the horizontal and vertical deltas.
The neighbors are identified as letters from a to i, with e representing the cell for which the aspect
is being calculated.

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Surface scannng window
The rate of change in the x direction for cell e is calculated with the following algorithm:
[dz/dx] = ((c + 2f + i) - (a + 2d + g) / (8 * x-cell size)
The rate of change in the y direction for cell e is calculated with the following algorithm:
[dz/dy] = ((g + 2h + i) - (a + 2b + c)) / (8 * y-cell size)
3. Contour
Contoursare lines that connect locations of equal value in a raster dataset that represents continuous
phenomenasuchaselevation,temperature,precipitation,pollution, or atmospheric pressure. The line
featuresconnectcellsof a constant value in the input. Contour lines are often generally referred to as
isolines but can also have specific terms depending on what is being measured. Some examples are
isobars for pressure, isotherms for temperature, and isohyets for precipitation.
The distribution of the contour lines shows how values change across a surface. Where there is little
change in a value,the linesare spaced farther apart. Where the values rise or fall rapidly, the lines are
closer together.
The contour creation tools, Contour, Contour List and Contour with Barriers, are used to create a
polyline feature dataset from an input raster.
Why create contours?
By followingthe polylineof aparticularcontour, you can identify which locations have the same value.
Contoursare alsoa useful surface representation, because they allow you to simultaneously visualize
flat and steep areas (distance between contours) and ridges and valleys (converging and diverging
polylines).
The example below showsaninputelevationdataset and the output contour dataset. The areas where
the contours are closer together indicate the steeper locations. They correspond with the areas of
higher elevation (in white on the input elevation dataset).

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The contour attribute table contains an elevation attribute for each contour polyline.
Contour quality
The contour tools produce engineering-quality contours, representing an exact interpretation of the
raster surface. Overall contour accuracy depends on how well the data used to create the input raster
represents the actual surface. The size of the raster cells used affects the appearance of the output
contours. A large cell size may result in coarse, blocky contours.
Occasionally, engineering-quality contours may cross, appear to intersect, or form an unclosed
branching line. Crossing contours can occur in saddle regions that lie exactly on a contour interval. In
other cases, the contours may pass so close to one another that they appear to intersect. Branching
contours can occur in cases of intersecting ridges that fall exactly on a contour interval. These are all
validengineering-qualityinterpretationsof the surface thatcartographerstypicallymodify for aesthetic
purposes.
Controlling contour quality
Occasionally, contours may be created that have square or blocky outlines, appearing to follow raster
cell boundaries. This can occur when the raster values are integers and they fall exactly on a contour.
This is not a problem, merely an exact contouring of the data.
If you want smoother contours, some ways to overcome this condition include smoothing the source
data or adjusting the base contour.
Smoothing the data
The easiestsmoothing approach would be to preprocess the input raster with the Focal Statistics tool,
using the Mean statistic.
Another method is to slightly adjust z-values so a contour will no longer pass exactly through the cell
centersof the raster. Again,the Focal Statistics tool isused, but instead with a custom weighted kernel
file and the Sum statistic. The structure of the kernel file is:

xxxv
3 3
.005 .005 .005
.005 .960 .005
.005 .005 .005
The accuracy of the contour will not be significantly affected because the z-value adjustment is small
and heavily weighted in favor of the center raster cell.
Adjusting the base contour-
Adjusting the base contour involves offsetting the base contour such that the contours no longer pass
exactly through the cell centers. The offset can be very small; values as small as 0.0001 have been
effective.
4. Hill-shade
The Hill-shade tool obtainsthe hypothetical illuminationof asurface by determiningillumination values
for each cell in a raster. It does this by setting a position for a hypothetical light source and calculating
the illumination values of each cell in relation to neighboring cells. It can greatly enhance the
visualization of a surface for analysis or graphical display, especially when using transparency.
By default,shadowandlightare shades of gray associated with integers from 0 to 255 (increasing from
black to white).
The hill-shade parameters-
The primaryfactor whencreatinga hillshade mapforanyparticularlocationisthe locationof the sun
in the sky.
 Azimuth
The azimuthisthe angulardirectionof the sun,measuredfromnorth in clockwise degrees from 0
to 360. An azimuth of 90º is east. The default azimuth is 315º (NW).

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Default sun azimuth (direction) for hill-shade is 315º
 Alttitude
The altitude isthe slope orangle of the illumination source above the horizon. The units are in
degrees, from 0 (on the horizon) to 90 (overhead). The default is 45 degrees.
5. Cut-fill
A cut-and-fill operation is a procedure in which the elevation of a landform surface is modified by the
removal oradditionof surface material. The Cut Fill tool summarizes the areas and volumes of change
from a cut-and-fill operation. By taking surfaces of a given location at two different time periods, it
identifies regions of surface material removal, surface material addition, and areas where the surface
has not changed.
Applications
With the Cut Fill tool, you can do the following:
 Identify regions of sediment erosion and deposition in a river valley.
 Calculate the volumesandareasof surface material tobe removedandareasto be filledtolevel
a site for building construction.
 Identify areas that become frequently inundated with surface material during a mudslide in a
study to locate safe areas of stable land for building homes.
Display
Whenthe Cut Fill tool isexecuted,by default, a specialized renderer is applied to it that highlights the
locations of cut and of fill. The determinant is the attribute table of the output raster and considers
positive volume tobe where material wascut(removed) andnegativevolume wherematerialwasfilled
(added).

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Using Cut Fill for river morphology
Usingriver morphology as an example to track the amount and location of erosion and deposition in a
river valley, a series of cross sections need to be taken through the valley and surveyed on a regular
basis to identify regions of sediment erosion and deposition.
The following graphics show a side profile of one of the cross-sections in the surface that has
experienced changes where material has been removed from some areas and added to others.
The first graphic shows the surface in its original state
The second graphic shows the surface after a period of time where erosional and depositional forces
have acted on it:
The third graphicshowshowthe Cut Fill tool identifiesthe areaswhere material hasbeenremoved(cut)
and where it has been gained (filled):

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Calculations
The output raster retains several properties of the change in its attribute table.
Edge-connected areas identified
First, from the upper-right corner, a sequential value is given to each unique edge-connected
area of cut, fill, or no change.
Different types of connectivity are demonstrated in the following graphic:
Volume calculation
For each of the cut/fill regions, the volume is calculated. For a single cell, the formula for the
volume is:
Vol = (cell_area) * ΔZ
 where:
ΔZ = ZBefore - ZAfter
For example, a particular cell has an initial z-value of 235 and a cell size of 10 meters. If
the location is excavated by 3 metres, the volume will be:
Vol = (10m * 10m) * (235m - 232m)
= 100m2
* 3m
= 300m3

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Area calculation
For eachof the cut/fill regions,the areaisalsocalculated.Thisissimplythe numberof cellsinthe region
(Count) multiplied by the cell size of the raster.
Attribute table
An example of the attribute table for the output raster is the following:
Object ID Value Count Volume Area
0 1 55819 0.000 258107056
1 2 707 -137415060.250 3269168
2 3 65 -114913516.625 300560
3 4 810 1235057106.000 3745440
Positive valuesforvolumeindicateareasthathave had material cut(removed),andnegative volume
values are for areas that have had material filled (added).
6. Using View-shed and Observer Points for visibility
analysis
A view-shed identifies the cells in an input raster that can be seen from one or more observation
locations.Eachcell inthe outputraster receivesavalue thatindicateshow manyobserverpoints can be
seenfromeachlocation.If youhave onlyone observerpoint, each cell that can see that observer point
is given a value of 1. All cells that cannot see the observer point are given a value of 0. The observer
points feature class can contain points or lines. The nodes and vertices of lines will be used as
observation points.
Why calculate viewshed?
The viewshed analysis tools are useful when you want to know how visible objects might be —for
example,fromwhichlocationsonthe landscape will the water towers be visible if they are placed in a
particular location, or what will the view be from a road?
In the example below, the view-shed from an observation tower is identified. The elevation raster
displaysthe heightof the land(lightershadesrepresenthigherelevations),andthe observationtower is
markedas a greentriangle.The heightof the observationtowercanbe specifiedinthe analysis. Cells in
green are visible from the observation tower, while cells in red are not.

xl
Using layer transparency, you can display a hill-shade raster underneath your elevation raster and
incorporate the output from view-shed analysis for visualizing the relationship between visibility and
terrain.
Notonlycan you determine whichcellscanbe seenfromthe observationtower,butif you have several
observationpoints,you can also determine which observers can see each observed location. Knowing
whichobservercansee whichlocationscanaffectdecisionmaking.Forexample,inavisual qualitystudy
for sitingalandfill,if itisdeterminedthatthe proposedlandfillcanonly be seen from dirt roads and not
from the primary and secondary roads, it may be deemed a favorable location.
Tools for view-shed and observer points analysis
There are two tools available for visibility analysis, View-shed and Observer Points. They can both be
usedto generate an output view-shed raster. The output from Observer Points additionally identifies
exactly which observer points are visible from each raster surface location.

xli
Viewshed tool
The Viewshedtool createsaraster,recordingthe number of timeseachareacan be seenfromthe input
pointor polylineobserverfeature locations.Thisvalue isrecordedinthe VALUE item in the table of the
outputraster.All cell locationsassigned NoData on the input raster are assigned NoData on the output
raster.
 When polyline input is used, every node and vertex along each input arc is processed as an
individualobservationpoint.The valuesinthe VALUEitemof the outputraster give the number
of nodes and vertices visible to each cell.
 When a SPOT attribute item does not exist in the input observer features table, bilinear
interpolationisusedtodeterminethe elevationof eachobservation point. If the nearest raster
cell to an observationpointorvertex hasa No-Datavalue,the tool will be unable to determine
itselevation.Inthis case, the observation point will be excluded from the view-shed analysis.
 Intervening No- Data cells between the point of observation and other cells are evaluated as
invisible and do not obscure visibility.
Observer Points tool
The ObserverPointstool storesthe binary-encodedinformationaboutwhichobservationpointscansee
each raster cell. This information is stored in the VALUE item.
To display all the regions of the raster that can be seen only by observer 3, open the output raster
attribute table andselectthe rowwhere observer3(OBS3) equals1 andall otherobserversequal 0.The
regions of the raster that can be seen only by observer 3 will be highlighted on the map.
 To use lineardatawithObserverPoints,convertthe linefeature classwith the Feature Vertices
To Points tool in the Data Management > Features toolset. There is a limit of 16 points.
 Whena SPOT attribute itemdoesnotexistinthe feature attributetable,bilinearinterpolationis
usedto determine the elevationof eachobservationpoint. If the nearest input raster cell to an
observation point has the NoData value, the tool will be unable to determine its elevation. In
this case, the observation point will be excluded from the visibility analysis.
 Intervening NoData cells between the point of observation and other cells are evaluated as
invisible and do not obscure visibility.
Observer Points details

xlii
Observer Points stores the binary-encoded information about which observation points can see each
raster cell. This information is stored in the VALUE item.
To display all the regions of the raster that can be seen only by observer 3, open the output raster
attribute table andselectthe rowwhere observer3(OBS3) equals1 andall otherobserversequal 0.The
regions of the raster that can be seen only by observer 3 will be highlighted on the map.
Raster OBSn items
In addition to the standard items VALUE and COUNT in the raster attribute table, new items will be
createdcorrespondingtoeachobserverinthe inputpointdataset.The items are OBS1...OBSn, where n
is the number of observers. They are defined as follows:
ITEM NAME WIDTH OUTPUT TYPE N.DEC
OBSn 2 2 B -
These items record the visibility of each cell by every input point observer features observer. For
example,everyrastercell thatcanbe seenbyobserver8 (featurename# = 8) will contain a value of 1 in
the itemnamedOBS8. Cellsthatcannotbe seenbythe observationpoint are assigned a value of 0. Cell
locations assigned NoData on the input raster are assigned NoData on the output raster.
One can use the OBSn items to identify those raster cells that can be seen from a specific observation
point.Thisisslightlydifferentfromthe previous case where a selection was made based on the VALUE
parameter.Inthiscase,cellsthatcan be seenbyobservers1 and8 may alsobe seen by other observers
(in which case, they each would have a different value).
For example, to display all areas that can be seen by observation points 1 and 8, open the raster
attribute table and select the row where both observer 1 (OBS1) and observer 8 (OBS8) equal 1 and all
other observers equal 0.
Quantifying visual quality
The informationinthe tool outputcan also be usedto performananalysisof visual quality.Forexample,
youcan determinethe visual qualityof all locations on a surface by positioning an observation point at
each significantvisual feature withinthe inputraster'sextent.Suchpoints might include the city dump,
auto salvage yard, local parks, and each of the power transmission towers in the region.

xliii
After running Observer Points, use the OBSn item in the output raster's table to select those cell
locationsthatcan see eachvisual feature.Use anyof a varietyof the ArcGIS Spatial Analyst functions to
accumulate positive or negative scores, depending on each observation point's visual quality and
weight.Afterall observationpointshave beenconsidered,those cell locations with the best scores will
have the best visual quality.

xliv
References
 Li, Z., Zhu, Q. and Gold, C. (2005): Digital terrain modeling: principles and methodology|. CRC
Press. Boca Raton.
 Peckham, Robert J., Jordan, Gyozo (Eds.)(2007): Development and Applications in a Policy
Support Environment Series: Lecture Notes in Geo-information and Cartography. Heidelberg.
 Podobnikar (2008). "Methods for visual quality assessment of a digital terrain model".
S.A.P.I.EN.S 1 (2).
 Adrian W. G., Nicholas C. K., Peter M. P. (2007): Mobile radio network design in the VHF and
UHF bands: a practical approach. West Sussex.
 "Landslide Glossary USGS".
 Paula Messina. "Terrain Analysis Home Page". Spatial Analysis and Remote Sensing Lab at
Hunter College. Retrieved 2007-02-16.
 Wilson, J.P.; Gallant, J.C. (2000). "Chapter 1" (PDF). In Wilson, J.P., and Gallant, J.C. (Eds.).
Terrain Analysis: Principles and Applications. New York: Wiley. pp. 1–27. ISBN 0-471-32188-5.
Retrieved 2007-02-16.
 Hirt, C.; Filmer, M.S.; Featherstone, W.E. (2010). "Comparison and validation of recent freely-
available ASTER-GDEM ver1, SRTMver4.1 and GEODATA DEM-9S ver3 digital elevation models
over Australia.". Australian Journal of Earth Sciences 57 (3): 337–347.
doi:10.1080/08120091003677553. Retrieved May 5, 2012.
 Rexer,M.; Hirt,C. (2014). "Comparisonof free high-resolutiondigital elevation data sets (ASTER
GDEM2, SRTM v2.1/v4.1) and validation against accurate heights from the Australian National
Gravity Database." (PDF). Australian Journal of Earth Sciences 61 (2).
doi:10.1080/08120099.2014.884983. Retrieved April 24, 2014.
 USGS, Digital Elevation Model (DEM)". Retrieved June , 2015 Available:
http://tahoe.usgs.gov/DEM.html
 ADERO,N , "standarddifference betweenDTM,DSMand DEM". Retrieved June ,2015 Available:
http://www.researchgate.net/post/What_is_the_standard_difference_between_DTM_DSM_an
d_DEM_especially_with_respect_to_the_fast-changing_geospatial_semantics2

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 "HOW CUT-FILL WORKS". Retrieved June , 2015 Available:
http://help.arcgis.com/en/arcgisdesktop/10.0/help/index.html#/How_Cut_Fill_works/009z0000
00vt000000/
 "Using Viewshed and Observer Points for visibility analysis". Retrieved June , 2015 Available:
http://help.arcgis.com/en/arcgisdesktop/10.0/help/index.html#/Performing_visibility_analysis_
with_Viewshed_and_Observer_Points/009z000000v8000000/
 "How Hillshade worksHow Hillshade works". Retrieved June , 2015 Available:
http://help.arcgis.com/en/arcgisdesktop/10.0/help/index.html#/How_Hillshade_works/009z00
0000z2000000/
 "How Contouring works". Retrieved June , 2015 Available:
http://help.arcgis.com/en/arcgisdesktop/10.0/help/index.html#/How_Contouring_works/009z0
00000vq000000/
 "How Aspect works". Retrieved June , 2015 Available:
http://help.arcgis.com/en/arcgisdesktop/10.0/help/index.html#/How_Aspect_works/009z0000
00vp000000/
 "An overview of the Surface toolset". Retrieved June , 2015 Available:
http://help.arcgis.com/en/arcgisdesktop/10.0/help/index.html#/An_overview_of_the_Surface_
tools/009z000000tq000000/
 "National Remote Sensing CentreIndian Space Research Organisation". Retrieved June , 2015
Available: http://www.nrsc.gov.in/About_Us_Achievements.html

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