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

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No. of gains Single gain 4 for B2, B3 and B4. (Dynamic range obtained by sliding 7 bits out of 10 For B5 (Dynamic range obtained by sliding 7 1 bits) bits out of 10 bits) Table 10.3: Sensor details of Resourcesat 1 PAYLOAD RESOLUTION (METERS) LISS III Visible LISS III SWIR LISS IV Mono SWATH (KM) REVIST IMAGE SIZE KM X KM OVERLAP KM SIDELAP EQUATOR KM 23.5 141 24 Days 142 x 141 7 23.5 23.5 141 24 Days 142 x 141 7 23.5 5.8 70 5 Days 70 x 70 2.5 Mx 5.8 23 5 Days 23 x 23 14.2 AWIFS 56 (Nadir) 70 (End pixel) Table 10.4: Payload details of Resourcesat 1 5 With in LISS III 737 5 Days 738 x 737 82 % 84 % Data products can be categorized as standard and value added products. Value added products are generated by further processing of standard corrected data. Data products are supplied in both photographic and digital media. Various options like different digital formats, resampling methods, etc. are available to the user community. Data products are classified into � Scene based standard products � Scene based georeferenced products � Map based geo-coded products � Floating geo-coded products 93
� Ortho-rectified geo-coded products � LISS IV Products � LISS III Products The oblique viewing capability of LISS-IV sensor can be used to acquire stereo pairs. S.No LISS IV Product Type Level of Correction 1. Scene based Standard 2. Map sheet based Area Covered (Km x Km) 23 x 23 70 x 70 Georeferenced 23 x 23 Geocoded 7.5' x 7.5' 3. Point based Geocoded 5' x 5' 4. Basic stereo pair 5. Ortho Image Radiometrically corrected Ortho Rectified (External DEM) Orthorectified (External DEM) No. of Bands 3 Mx bands Mono 3 Mx bands Output Digital / Photographic Digital / Photographic Digital 70 x 70 Mono Digital 3 Mx bands 7.5' x 7.5' Mono 15' x 15' Mono 3 Mx bands Mono Digital / Photographic Digital / Photographic Digital / Photographic Digital / Photographic Digital / Photographic 70 x 70 Km Mono Digital 7.5' x 7.5' (Stereo graphic) Mono 7.5' x 7.5' Mono Digital / Photographic Digital / Photographic 94
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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
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
Page 73 and 74: Figure 6.2 : Major rivers in India
Page 75 and 76: Andhra Pradesh coastal rivers Penne
Page 77 and 78: Indus river basin Rivers flowing in
Page 79 and 80: Year 1953 1954 1955 1956 1957 1958
Page 81 and 82: Figure 6.4 : Year wise total damage
Page 83 and 84: extent of flooding for an expected
Page 85 and 86: METHODOLOGY OF FLOOD HAZARD ZONING
Page 87 and 88: Catchment Area Rainfall measurement
Page 89 and 90: BASE MAP INFORMATION Land surface r
Page 91 and 92: and hilly areas, which corresponds
Page 93 and 94: 7. The DEM/DSM/DTM model to be crea
Page 95 and 96: CHAPTER 7 METHODOLOGY FOR HAZARD MA
Page 97 and 98: should show the locations of previo
Page 99 and 100: LANDSLIDE HAZARD ZONATION MODELING
Page 101 and 102: MAPPING REQUIREMENT FOR LANDSLIDE H
Page 103 and 104: was that ground control points (GCP
Page 105 and 106: The following methodologies may be
Page 107 and 108: scanners, large format digital line
Page 109 and 110: Generation 0.5 m 1 m 2.5 m 5m and A
Page 111 and 112: A brief comparative of the various
Page 113 and 114: 1:10,000 0.25 m 2.5 m 1:16,000 0.25
Page 115 and 116: Some of the available sensors resol
Page 117: Distance between successive ground
Page 121 and 122: CARTOSAT 1 There is now an increasi
Page 123 and 124: Standard Products 01 02 03 Radiomet
Page 125 and 126: performance star sensors, imaging a
Page 127 and 128: Digital data format- Geo TIFF Preci
Page 129 and 130: Spectral Range 450-900 nm Swath Wid
Page 131 and 132: miles) per day of half-meter imager
Page 133 and 134: CHAPTER 11 REQUIRED ACCURACIES Earl
Page 135 and 136: changed on UTM). 5. Theme Content C
Page 137 and 138: cent of the country is covered. The
Page 139 and 140: accuracies in X, Y and Z director,
Page 141 and 142: 2) 2D feature extraction Extraction
Page 143 and 144: perceptions, accuracy of Contour ge
Page 145 and 146: 8. AQC system based on NSD / OGC /
Page 147 and 148: Resampling NN Not Applicable KD16 F
Page 149 and 150: Product Type � All Geocoded produ
Page 151 and 152: Full Vectorization Except Contours
Page 153 and 154: IKONOS HIGH RESOLUTION SATELLITE IM
Page 155 and 156: � There is a 210 sq. km minimum o
Page 157 and 158: Optical Data Processing Options Opt
Page 159 and 160: Core Processor Inertially Aided RTK
Page 161 and 162: The Task Force constituted Thematic
Page 163 and 164: APPENDICES App 1
Page 165 and 166: Zone and district management - Main
Page 167 and 168: 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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