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APPENDIX- XX TECHNICAL BRASSTACKS OF SURVEY OF INDIA As has been discussed earlier, aim of the National Mission is for generating the National Topographical Database (NTDB) of the entire country on 1: 10,000 scale within three years through an innovative Public-Private-Partnership (PPP) mode and the effort requires to be apportioned between the Survey of India and the Private Players. Each of these steps and the method of their execution are as given below. 1. Procurement of suitable Satellite imagery: The following satellite imageries have been considered appropriate for the generation of 1:10,000 DTDB. a) Cartosat stereo satellite imagery with 2.5 m resolution For forest area (6.24 lakh sq.km), too many details are not required. Hence, cartosat stereo imagery is considered adequate for these areas. Quickbird PAN sharpened (0.61m resolution) multi-spectral mono-satellite imagery may also be used. b) Worldview satellite imagery with 0.5 m resolution. For the rest of the country (26.64 lakh sq.km.) Stereo Satellite Images with approximately 100% overlap over the AOI are to be used with - stereo metadata file (.STE) - collection angles (Convergence Angle, BIE and Asymmetry) - Tasking Order 201
- Product Size (Worldview) will be - Min size: 17.6 x 14km and - Max size: Up to 17.6 x 28km Each component is its own file and comes with its own Rapid Positioning Capability, also called Rational Polynomial Coefficients (RPC). 2. Provision of Ground Control points International Terrestrial Reference Frame (ITRF) is a realization of International Terrestrial Reference System (ITRS), which is a definition of geocentric system adopted and maintained by International Earth Rotation and Reference Systems Service (IERS). IERS was established in 1987 on the basis of the resolutions by IUGG and IAG. The origin of the system is the centre of mass of the Earth. The unit of length is metre. The orientation of the axes was established as consistent with that of IERS’s predecessor, Bureau International de l’Heure, BIH, in 1984. The Z-axis is the line from the Earth’s centre of mass through the Conventional International Origin (CIO). Between 1900 and 1905, the mean position of the Earth’s rotational pole was designated as the Conventional Terrestrial Pole (CTP). The Xaxis is the line from the centre through the intersection of the zero meridian with the equator. The Y-axis is the line from the centre to equator and perpendicular to X axis to make a right handed system. ITRF is a set of points with their 3-dimensional Cartesian coordinates and velocities, which realizes an ideal reference system, the International Terrestrial Reference System. Each ITRF is identified by the digits of the year as ITRFyy e.g. ITRF97, ITRF2000 etc. The latest is ITRF2005 which has the epoch 1st January 2000. For realization the different techniques are used: Very Long Baseline Interferometry (VLBI), Lunar Laser Ranging (LLR), Satellite Laser Ranging (SLR), Global Positioning System (GPS) and Doppler Ranging Integrated on Satellite (DORIS). Each has strengths and weaknesses - their combination produces a strong multi-purpose Terrestrial Reference Frame (TRF). ITRF is the best geodetic reference frame currently available. The GRS80 ellipsoid is recommended by IERS 202
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High Resolution 1:10,000 scale Mapp
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6 7 8 9 5.4 Mapping Requirement for
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TECHNOLOGY FOR 1:10,000 SCALE MAPPI
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10 11 Table 9.1 Table 9.2 Table 9.3
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Appendix No. Heading no. APPENDICES
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XIV APP 13.1 Methodology For Aerial
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APP 19.9 Pure Server - Map Servers
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Figure APP 5.2 Figure APP 5.3 Table
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Figure APP 20.4 Design of GCP Libra
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CWC Central Water Commission LIDRA
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BMTPC Building Materials and Techno
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Formerly known as PUCC, the Digital
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The Toronto Mono Viewer (TMV) is an
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Preamble Map is an attempt to depic
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Survey of India is already in posse
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uildings can be comfortably depicte
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The seismo-tectonics of India is un
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Figure 2. 2: Landslide Hazard Map (
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The combined threat from these majo
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prepared at various accuracies. For
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CHAPTER 3 GEOGRAPHICAL INFORMATION
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SN PHASE DESCRIPTION 1 PLANNING 2 M
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egional, city, state and national l
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GIS DATABASE FOR DISASTER MANAGEMEN
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quantitative in nature and GIS is u
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4. Source Procurement: passive and
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India meteorological department is
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QUALITY CHECK FOR IMPACT FOR HAZARD
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SUMMRY FOR CYCLONE HAZARD ZONATION
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Mostly the coastal districts of Wes
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1. Aerial mapping at scale 1:2,000
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e. Selection of the predictive rela
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Studies and other information PHASE
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Solution: It is assumed that the at
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For example earthquake 1 gives an i
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CHAPTER 6 METHODOLOGY FOR FLOOD HAZ
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Figure 6.2 : Major rivers in India
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Andhra Pradesh coastal rivers Penne
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Indus river basin Rivers flowing in
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Year 1953 1954 1955 1956 1957 1958
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Figure 6.4 : Year wise total damage
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extent of flooding for an expected
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METHODOLOGY OF FLOOD HAZARD ZONING
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Catchment Area Rainfall measurement
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BASE MAP INFORMATION Land surface r
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and hilly areas, which corresponds
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7. The DEM/DSM/DTM model to be crea
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CHAPTER 7 METHODOLOGY FOR HAZARD MA
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should show the locations of previo
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LANDSLIDE HAZARD ZONATION MODELING
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MAPPING REQUIREMENT FOR LANDSLIDE H
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was that ground control points (GCP
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The following methodologies may be
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scanners, large format digital line
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Generation 0.5 m 1 m 2.5 m 5m and A
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A brief comparative of the various
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1:10,000 0.25 m 2.5 m 1:16,000 0.25
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Some of the available sensors resol
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Distance between successive ground
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� Ortho-rectified geo-coded produ
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CARTOSAT 1 There is now an increasi
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Standard Products 01 02 03 Radiomet
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performance star sensors, imaging a
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Digital data format- Geo TIFF Preci
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Spectral Range 450-900 nm Swath Wid
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miles) per day of half-meter imager
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CHAPTER 11 REQUIRED ACCURACIES Earl
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changed on UTM). 5. Theme Content C
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cent of the country is covered. The
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accuracies in X, Y and Z director,
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2) 2D feature extraction Extraction
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perceptions, accuracy of Contour ge
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8. AQC system based on NSD / OGC /
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Resampling NN Not Applicable KD16 F
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Product Type � All Geocoded produ
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Full Vectorization Except Contours
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IKONOS HIGH RESOLUTION SATELLITE IM
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� There is a 210 sq. km minimum o
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Optical Data Processing Options Opt
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Core Processor Inertially Aided RTK
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The Task Force constituted Thematic
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APPENDICES App 1
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Zone and district management - Main
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Sensitive zones impact/damage DESIG
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5 Performance resolution obtained.
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Phase I: Development Diagnosis, Str
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Studies and other information Anima
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All tropical cyclones are areas of
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Deep Depression Cyclonic Storm Seve
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depression and moves overland in se
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the deaths of about 1 million perso
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APPENDIX IV METHODOLOGY FOR HAZARD
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The intra plate earthquakes such as
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into Euranasian Plate at a rate of
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of the normal perimeter of the body
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Infact, magnitude is the measuremen
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Degree Force Behavioral effects Str
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EARTHQUAKE HAZARD ESTIMATE ISOSIESM
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influencing factors are the propert
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Mass wasting is a generic term refe
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Water Table Potential Failure Plane
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C + ( γ -mγw)zcosβ cosβ tanΦ S
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τ shear stress σ normal stress μ
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APPENDIX VI SATELITE IMAGING TECHNI
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2 3 4 5 Laser and radar altimeters
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more detail, less coverage. The ski
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2 3 4 Spectral resolution Radiometr
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Analysis is the recently developed
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3 4 Variables mapped on uniform spa
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Figure App 6.1: Elements of image R
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Viewing Direction The first imaging
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CCD- configuration Most of the sens
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Multi spectral information Sensors
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handed system. ITRF is a set of poi
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way monuments or control points. Th
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2 3 4 5 6 New software is now intro
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Research has expanded to include an
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DWG, SVC, and ASV. In order to comp
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SPOT-4 Franc e 3/24/1998 10 20 120
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Hi-res Sterio Imaging China 7/1/200
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To The Chief Secretaries of all Sta
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(b) Security Clearance for Aerial P
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vicinity of Vas/VPs, the requiremen
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the flight track flown by the aircr
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(c) Unrestricted: All AP/ABRSD&I ot
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the three Services Intelligence Age
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(v) All transfers of photographs/im
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(x) without internet connectivity.
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Copy forwarded to:- All Ministries/
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(g) Type of Camera/sensor being use
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(xii) Travelling allowance/daily al
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photography/remote sensing. (ii) No
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Land; VGL- Very Good Land; MGL - Mo
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GCPS (GPS) Field verification and d
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Business Hotel Hostel Guest house C
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Religious Antiquities Utility Cente
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Other Institutions Welfare/reli ef/
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Centre Line of River < 3 m River be
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Canal Features Communication Works
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Pier Light house Lightship Buoy Tid
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Level Crossing Speed Bump/ Speed Hu
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Air traffic control (ATC) Tower Lan
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Inland Wetlands Water-Logged Marshy
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Power Line infrastructure Pylon Pyl
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Oil Pipe Line Infrastructure Oil St
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Solid waste collection points Compo
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Tahsil/Taluk/Mandal/Pragana Block V
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ecognized internationally or approv
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FIDUCIAL MARKS IN NEGATIVES AND CAL
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o In the upper left-hand corner: Da
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may be cause for rejection. However
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APPENDIX XIV NRSA EMPANELMENT PROCE
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hrs. & 1600 hrs. You may also down
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2.5.1 GPS control points list with
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5 b 5 c 5 d 5 e 5 f 5 g Working in
Page 311 and 312: 11 Other relevant information (plea
Page 313 and 314: Exterior Orientation (EO) file -( e
Page 315 and 316: 04 Technical employees who are on t
Page 317 and 318: Scale Contour Interval Any other ma
Page 319 and 320: APPENDIX XV AERIAL MAPPING- LIST OF
Page 321 and 322: Optech a privately owned company, O
Page 323 and 324: Applanix Mobile Mapping and Positio
Page 325 and 326: Fairchild Imaging develops and manu
Page 327 and 328: TOPCON From survey to inspection, T
Page 329 and 330: NOVATEL INC NovAtel Inc. is a leadi
Page 331 and 332: APPENDIX XVII SATELLITE IMAGERY- LI
Page 333 and 334: GEOEYE GeoEye, Inc. is a premier pr
Page 335 and 336: 10. Speak Systems Ltd B-49, Ec, Kus
Page 337 and 338: Export & Rsearch (P) Ltd 46. Lumino
Page 339 and 340: 77. Trimble Navigation India Pvt. L
Page 341 and 342: and a fast growing set of geoscient
Page 343 and 344: OTHER GIS TOOLS- UNCLASSIFIED 1. Ch
Page 345 and 346: 3. Informix - Allows spatial queryi
Page 347 and 348: ERDAS ERDAS IMAGINE Yes No Yes No N
Page 349 and 350: Suite My World GIS home Trial No Ye
Page 351 and 352: (COM & Java & .NET) Solaris & AIX &
Page 353 and 354: PURE SERVER - MAP SERVERS Name Lang
Page 355 and 356: MIXED Name Language WMS WFS WFS-T W
Page 357 and 358: PURE WEB CLIENT LIBRARIES Name Lang
Page 359 and 360: t MOBILE CLIENTS LICENSE & PLATFORM
Page 361: gvSIG Mini Yes Yes No Yes No No No
Page 365 and 366: constantly change in time. It is th
Page 367 and 368: Continuously Operating Reference St
Page 369 and 370: geodetic datum. GPS observations ar
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Page 373 and 374: 3. Block Adjustment As it has been
Page 375 and 376: Figure App 20.7: Imaging procedure
Page 377 and 378: • the perspective center of the c
Page 379 and 380: Figure App 20.9: DTM Modeling Digit
Page 381 and 382: lessens the effect of topographic r
Page 383 and 384: An image or photograph with an orth
Page 385 and 386: Figure App 20.10 a,b : Orthoimagery
Page 387 and 388: APPENDIX- XXI POSSIBLE PPP MODEL WI
Page 389 and 390: private players who can generate th
Page 391 and 392: employees in 1999. The ban on fresh
Page 393 and 394: (f) envisage that the respective ow
Page 395 and 396: Core Activities SOI Repetetive Acti
Page 397 and 398: ights of each zone on the basis of
Page 399 and 400: 11. Remote monitoring and online da
Page 401 and 402: • Available with a number of opti
Page 403 and 404: • 2 GPS Receivers, Dual Frequency
Page 405 and 406: earthquake/disaster areas, landslid
Page 407 and 408: 6) SYSTEM COMPONENTS Airborne Surve
Page 409 and 410: Parameter Gimbal encoder input, AUX
Page 411: • Airborne Survey PCS Firmware Op
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