High Resolution 1:10,000 scale Mapping Strategy of Multi ... - NDMA

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DEFINITIONS AERIAL PHOTOGRAPHY Photographing of terrain on the ground and objects in the air by cameras mounted in aircraft. It is utilized in satellites, multispectral scanning and intricate data handling systems. Also referred to as aerial photo or air photo BASE MAP A map showing certain fundamental information used as a base upon which additional data of specialised nature are compiled. BLUELINE A non-reproducible blue image printed on paper from vellum or mylar sheet BREAKLINE An elevation polyline, in which each vertex has its own X,Y,Z values. CADASTRAL MAP A map showing boundaries of subdivision of land for purposes of describing and recording ownership CONTACT PRINT An aerial photograph reproduced from an original negative to photographic paper. CONTOUR An imaginary line on a land surface connecting points of equal elevation DESIGN SCALE A scale for which data source has been designed or selected to ensure product accuracy in derived products the design scale is the smallest scale of individual features. DVP Digital Photogrammetric Mapping Software the City uses for maintaining the Enterprise Stereoscopic Model (ESM) topographic mapping. DMOG
Formerly known as PUCC, the Digital Map Owners Group (DMOG) is a nine member sub-committee of the Toronto Public Utility Co-ordinating Committee (TPUCC), sharing in the cost of maintenance of the underground utilities of the former City of Toronto. DTM A Digital Terrain Model is a land surface represented in digital form by an elevation grid or lists of three-dimensional coordinates. ESM The City’s Enterprise Stereoscopic Model (ESM) delivers digital photogrammetry to the desktop as a fully oriented 3D image for the amalgamated City of Toronto. The ESM is the primary environment for maintaining 2D/3D topographic mapping, high-resolution orthoimagery and Toronto Mono Viewer(TMV). The City’s Digital Terrain Model (DTM) is collected and maintained in ESM environment. GEOGRAPHIC COORDINATE SYSTEM A system used to measure horizontal and vertical distances on a planimetric map. The City of Toronto’s operational coordinate system is currently the Modified Transverse Mercator (MTM) projection, North American Datum 1927 (NAD27), with a truncated northing or y value (-4,000,000). GEOREFERENCING A process of assigning map co-ordinates to image data to conform to map projection grid. LARGE-SCALE A description used to represent a map or data file having a large ratio between the area on the map and the area that is represented. If the map the size of this page shows only a small area such as your house, it would be described as large scale mapping. MAP SCALE The ratio of a distance on a map to the true distance on the ground. For example, if the map scale is 1:1000, 1cm on the map represents 10 m on the ground. See also Design Scale. MAP PROJECTION A mathematical model that transforms the locations of features on the Earth's surface to locations on a two-dimensional surface. Because the Earth is three-dimensional, some method must be used to depict a map in two dimensions.
Page 1 and 2: High Resolution 1:10,000 scale Mapp
Page 3 and 4: 6 7 8 9 5.4 Mapping Requirement for
Page 5 and 6: TECHNOLOGY FOR 1:10,000 SCALE MAPPI
Page 7 and 8: 10 11 Table 9.1 Table 9.2 Table 9.3
Page 9 and 10: Appendix No. Heading no. APPENDICES
Page 11 and 12: XIV APP 13.1 Methodology For Aerial
Page 13 and 14: APP 19.9 Pure Server - Map Servers
Page 15 and 16: Figure APP 5.2 Figure APP 5.3 Table
Page 17 and 18: Figure APP 20.4 Design of GCP Libra
Page 19 and 20: CWC Central Water Commission LIDRA
Page 21: BMTPC Building Materials and Techno
Page 25 and 26: The Toronto Mono Viewer (TMV) is an
Page 27 and 28: Preamble Map is an attempt to depic
Page 29 and 30: Survey of India is already in posse
Page 31 and 32: uildings can be comfortably depicte
Page 33 and 34: The seismo-tectonics of India is un
Page 35 and 36: Figure 2. 2: Landslide Hazard Map (
Page 37 and 38: The combined threat from these majo
Page 39 and 40: prepared at various accuracies. For
Page 41 and 42: CHAPTER 3 GEOGRAPHICAL INFORMATION
Page 43 and 44: SN PHASE DESCRIPTION 1 PLANNING 2 M
Page 45 and 46: egional, city, state and national l
Page 47 and 48: GIS DATABASE FOR DISASTER MANAGEMEN
Page 49 and 50: quantitative in nature and GIS is u
Page 51 and 52: 4. Source Procurement: passive and
Page 53 and 54: India meteorological department is
Page 55 and 56: QUALITY CHECK FOR IMPACT FOR HAZARD
Page 57 and 58: SUMMRY FOR CYCLONE HAZARD ZONATION
Page 59 and 60: Mostly the coastal districts of Wes
Page 61 and 62: 1. Aerial mapping at scale 1:2,000
Page 63 and 64: e. Selection of the predictive rela
Page 65 and 66: Studies and other information PHASE
Page 67 and 68: Solution: It is assumed that the at
Page 69 and 70: For example earthquake 1 gives an i
Page 71 and 72: 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
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11 Other relevant information (plea
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Exterior Orientation (EO) file -( e
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04 Technical employees who are on t
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Scale Contour Interval Any other ma
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APPENDIX XV AERIAL MAPPING- LIST OF
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Optech a privately owned company, O
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Applanix Mobile Mapping and Positio
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Fairchild Imaging develops and manu
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TOPCON From survey to inspection, T
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NOVATEL INC NovAtel Inc. is a leadi
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APPENDIX XVII SATELLITE IMAGERY- LI
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GEOEYE GeoEye, Inc. is a premier pr
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10. Speak Systems Ltd B-49, Ec, Kus
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Export & Rsearch (P) Ltd 46. Lumino
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77. Trimble Navigation India Pvt. L
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and a fast growing set of geoscient
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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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