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APPENDIX XIII AERIAL MAPPING USING PHOTOGRAPHIC FILMS FOR PROCUREMENT OF 1:2000 IMAGES FOR GENERATING CRITICAL FACILITIES MAPS (CFM) METHODOLOGY FOR AERIAL MAPPING USING FILM AIRCARAFT AND CREW The aircraft shall be maintained and operated in accordance with the regulations of the Indian Government and the Civil Aeronautics Board. The overall aircraft performance shall be adequate for the satisfactory completion of all photography items and sub-items stipulated by the Proposal form and Contract and according to the guidelines and accuracies contained in specifications. Crews having a minimum 400 hours experience in flying precise photographic missions for aerial surveys shall be used. In addition, each crew shall have prior experience (50 hours minimum) with the same type of aircraft to which the crew is assigned. AERIAL CAMERA Each camera and its corresponding magazines shall have been calibrated, tested, and certified by the camera manufacturer or by a calibration center, 133
ecognized internationally or approved by the camera manufacturer within the past three (3) years. The contracted aerial firm must provide the most recent calibration dates for its equipment for each project. However, when there is any reason to believe that the dimensional relationship of the lens, fiducially marks, and film have been disturbed by partial disassembly or unusual mechanical shock, the camera must be submitted for recalibration at the contractor’s expense. Any camera used on a project shall meet the following minimum standards as set forth by the USGS Calibration Certificate: 1. Radial Distortion: Average distortion for a given field angle is ten (10) microns or less. 2. Resolving Power: Area weighted average resolution is sixty (60) cycles per millimeter or greater. 3. Principal Point of Autocollimation: Lines joining pairs of fiducially (collimation) marks shall intersect at an angle of ninety degrees (90 º ), plus or minus thirty seconds (30”) of arc, and that intersection shall indicate the true location of the principal point of auto collimation within twenty-five (25) microns or less. 4. Filter Parallelism: The two surfaces of all filters used on the camera shall be parallel to within ten seconds (10”) of arc. 5. Magazine Platen: The platens of all camera magazines shall not depart from a true plane by more than thirteen (13) microns; that is, thirteen thousandths of a millimeter (0.013 MM). 6. Stereo model Flatness: No test point in the stereo model shall have an average departure from flatness of more than twenty-five (25) microns at negative scale. The stereo model flatness test results shall be provided for all camera-magazine combinations upon request. 134
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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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Page 249 and 250: (c) Unrestricted: All AP/ABRSD&I ot
Page 251 and 252: the three Services Intelligence Age
Page 253 and 254: (v) All transfers of photographs/im
Page 255 and 256: (x) without internet connectivity.
Page 257 and 258: Copy forwarded to:- All Ministries/
Page 259 and 260: (g) Type of Camera/sensor being use
Page 261 and 262: (xii) Travelling allowance/daily al
Page 263 and 264: photography/remote sensing. (ii) No
Page 265 and 266: Land; VGL- Very Good Land; MGL - Mo
Page 267 and 268: GCPS (GPS) Field verification and d
Page 269 and 270: Business Hotel Hostel Guest house C
Page 271 and 272: Religious Antiquities Utility Cente
Page 273 and 274: Other Institutions Welfare/reli ef/
Page 275 and 276: Centre Line of River < 3 m River be
Page 277 and 278: Canal Features Communication Works
Page 279 and 280: Pier Light house Lightship Buoy Tid
Page 281 and 282: Level Crossing Speed Bump/ Speed Hu
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Page 291 and 292: Solid waste collection points Compo
Page 293: Tahsil/Taluk/Mandal/Pragana Block V
Page 297 and 298: FIDUCIAL MARKS IN NEGATIVES AND CAL
Page 299 and 300: o In the upper left-hand corner: Da
Page 301 and 302: may be cause for rejection. However
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Page 305 and 306: hrs. & 1600 hrs. You may also down
Page 307 and 308: 2.5.1 GPS control points list with
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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
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3. Informix - Allows spatial queryi
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ERDAS ERDAS IMAGINE Yes No Yes No N
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Suite My World GIS home Trial No Ye
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(COM & Java & .NET) Solaris & AIX &
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PURE SERVER - MAP SERVERS Name Lang
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MIXED Name Language WMS WFS WFS-T W
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PURE WEB CLIENT LIBRARIES Name Lang
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t MOBILE CLIENTS LICENSE & PLATFORM
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gvSIG Mini Yes Yes No Yes No No No
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- Product Size (Worldview) will be
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constantly change in time. It is th
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Continuously Operating Reference St
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geodetic datum. GPS observations ar
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and not in well defined network mod
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3. Block Adjustment As it has been
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Figure App 20.7: Imaging procedure
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• the perspective center of the c
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Figure App 20.9: DTM Modeling Digit
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lessens the effect of topographic r
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An image or photograph with an orth
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Figure App 20.10 a,b : Orthoimagery
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APPENDIX- XXI POSSIBLE PPP MODEL WI
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private players who can generate th
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employees in 1999. The ban on fresh
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(f) envisage that the respective ow
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Core Activities SOI Repetetive Acti
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ights of each zone on the basis of
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11. Remote monitoring and online da
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• Available with a number of opti
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• 2 GPS Receivers, Dual Frequency
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earthquake/disaster areas, landslid
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6) SYSTEM COMPONENTS Airborne Surve
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Parameter Gimbal encoder input, AUX
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• Airborne Survey PCS Firmware Op
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