Preface |
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v | |
Acknowledgement |
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vii | |
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4 | (7) |
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3 | (1) |
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1.1 Mutual Relationship of Components of Geoinformatics |
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3 | (8) |
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SECTION II PLANE SURVEYING |
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Chapter 2 Introduction and Basic Concepts |
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11 | (7) |
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7 | (1) |
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2.1 Definition and Principle of Surveying |
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7 | (1) |
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2.1.1 Definition of Surveying |
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7 | (1) |
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2.1.2 Principle of Surveying |
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7 | (1) |
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2.2 Definitions of Some Basic Terms |
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8 | (1) |
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2.3 Concept of Errors in Surveying |
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9 | (1) |
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2.3.1 Classification of Errors |
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10 | (1) |
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11 | (1) |
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2.3.3 Propagation of Errors |
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11 | (7) |
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Chapter 3 Horizontal Distance Measurement |
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18 | (11) |
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12 | (1) |
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3.1 Methods of Distance Measurements |
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12 | (1) |
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3.1.1 Distance Measurements by Direct Method |
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12 | (2) |
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3.1.2 Distance Measurements by Indirect Methods |
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14 | (3) |
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3.1.3 Distance Measurements with EDM |
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17 | (12) |
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Chapter 4 Angle and Direction Measurement |
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29 | (7) |
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19 | (1) |
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4.1 Classification of Angles and Directions |
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19 | (1) |
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20 | (1) |
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20 | (1) |
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21 | (1) |
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4.1.4 Angles to the Right |
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22 | (1) |
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22 | (1) |
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22 | (1) |
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4.2.1 Main Parts of a Theodolite |
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22 | (1) |
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4.2.2 Definitions of Some Technical Terms |
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23 | (1) |
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4.2.3 Geometry of Theodolite |
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24 | (1) |
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4.2.4 Adjustments of a Theodolite |
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25 | (1) |
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4.2.5 Horizontal Angle Measurement with a Theodolite |
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25 | (2) |
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4.2.6 Vertical Angle Measurement with a Theodolite |
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27 | (1) |
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4.2.7 Miscellaneous Field Operations with a Theodolite |
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27 | (1) |
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4.2.8 Errors in Theodolite Measurements |
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28 | (1) |
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28 | (1) |
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4.3.1 Magnetic Declination |
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29 | (1) |
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29 | (7) |
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Chapter 5 Vertical Distance Measurements |
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36 | (6) |
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30 | (1) |
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30 | (1) |
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5.1.1 Direct Differential Levelling |
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30 | (5) |
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5.1.2 Indirect or Trigonometric Levelling |
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35 | (1) |
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5.1.3 Barometric Levelling |
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36 | (6) |
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42 | (12) |
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37 | (1) |
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37 | (1) |
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6.2 Concept of Contours and Contour Gradient |
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37 | (2) |
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6.3 Characteristics of Contours |
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39 | (2) |
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6.4 Methods of Contouring |
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41 | (1) |
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41 | (1) |
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41 | (1) |
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42 | (12) |
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Chapter 7 Plane-table Surveying |
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54 | (7) |
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43 | (1) |
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7.1 Advantages and Disadvantages |
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43 | (1) |
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7.2 Principle of Plane Tabling |
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44 | (1) |
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7.3 Plane Table and Accessories |
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44 | (2) |
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46 | (1) |
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46 | (1) |
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7.6 Setting up the Plane Table |
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46 | (1) |
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7.7 Orienting the Plane Table |
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47 | (2) |
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7.8 Plane Tabling Methods |
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49 | (1) |
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49 | (1) |
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49 | (1) |
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50 | (1) |
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50 | (4) |
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7.9 Errors in Plane Tabling |
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54 | (7) |
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Chapter 8 Control Surveys |
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61 | (6) |
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55 | (1) |
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55 | (1) |
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55 | (1) |
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56 | (1) |
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56 | (1) |
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8.3 Classification of Traverse |
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57 | (1) |
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8.3.1 Based on Methods of Measurement of Horizontal Angles |
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57 | (1) |
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8.3.2 Based on Instruments Employed |
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57 | (1) |
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57 | (1) |
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8.5 Computation of Coordinates |
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58 | (2) |
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8.6 Balancing the Traverse |
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60 | (1) |
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60 | (1) |
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61 | (6) |
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SECTION III PHOTOGRAMMETRY |
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67 | (15) |
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65 | (1) |
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9.1 Types of Photogrammetry |
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65 | (1) |
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9.2 Applications of Photogrammetry |
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66 | (1) |
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9.3 Merits and Demerits of Photogrammetry |
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66 | (1) |
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9.4 Limitation of Photogrammetry in Land Surveying |
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67 | (15) |
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Chapter 10 Properties of Aerial Photography |
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82 | (7) |
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68 | (1) |
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68 | (3) |
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10.2 Aerial Photogrammetry |
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71 | (1) |
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10.2.1 Photocoordinate System |
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71 | (2) |
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10.2.2 Definitions of Technical Terms |
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73 | (1) |
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10.2.3 Geometric Properties of Aerial Photograph |
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74 | (1) |
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10.2.4 Scale of a Vertical Photograph |
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74 | (2) |
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10.2.5 Ground Coordinates from a Vertical Photograph |
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76 | (1) |
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10.2.6 Relief Displacement on a Vertical Photograph |
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77 | (1) |
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78 | (1) |
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78 | (2) |
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10.3.2 Computation of Flight Plan |
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80 | (9) |
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Chapter 11 Stereophotogrammetry |
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89 | (6) |
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83 | (1) |
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11.1 Stereoscopic Vision and Depth Perception |
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83 | (1) |
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11.2 Stereoscopic Viewing of Photographs |
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84 | (2) |
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11.3 Parallax in Stereoscopic Views |
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86 | (1) |
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11.3.1 Algebraic Definition of Parallax |
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87 | (1) |
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11.3.2 Difference in Elevation by Stereoscopic Parallax |
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87 | (1) |
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11.3.3 Measurement of Parallax |
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87 | (1) |
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11.3.4 Concept of Floating Mark in Measurement of Parallax |
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88 | (1) |
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11.4 Aerial Photointerpretation |
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89 | (6) |
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SECTION IV REMOTE SENSING |
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Chapter 12 Remote Sensing |
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95 | (8) |
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93 | (1) |
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12.1 Principle of Remote Sensing |
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93 | (1) |
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12.2 Advantages and Disadvantages of Remote Sensing |
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94 | (1) |
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12.3 Multi-concept of Remote Sensing |
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95 | (1) |
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12.4 Applications of Remote Sensing |
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95 | (8) |
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Chapter 13 Electromagnetic Energy |
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103 | (6) |
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96 | (1) |
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13.1 Electromagnetic Energy |
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96 | (1) |
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13.2 Electromagnetic Spectrum and its Characteristics |
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97 | (1) |
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13.3 Electromagnetic Energy Interaction |
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98 | (2) |
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100 | (1) |
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101 | (1) |
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13.6 Pure and Mixed Pixels |
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102 | (7) |
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Chapter 14 Sensors and Platforms |
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109 | (5) |
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104 | (1) |
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14.1 Broad Classifications of Sensors and Platforms |
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104 | (1) |
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14.2 Sensors and Satellites Launched for Different Missions |
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105 | (1) |
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14.2.1 Land Observation Satellites and Sensors |
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105 | (1) |
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14.2.2 High Resolution Sensors |
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106 | (1) |
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14.2.3 Earth Observing (EO-1) Satellites |
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107 | (1) |
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107 | (1) |
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14.2.5 Weather Satellites |
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108 | (6) |
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Chapter 15 Satellite Data Products |
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114 | (14) |
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110 | (1) |
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15.1 Data Reception, Transmission and Processing |
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110 | (1) |
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111 | (1) |
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111 | (1) |
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112 | (2) |
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114 | (14) |
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Chapter 16 Image Interpretation and Digital Image Processing |
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128 | (5) |
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115 | (1) |
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16.1 Image Interpretation |
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115 | (1) |
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16.1.1 Interpretation Procedure |
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116 | (1) |
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16.1.2 Image Characteristics |
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116 | (1) |
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16.1.3 Image Interpretation Strategies |
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117 | (1) |
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16.1.4 Photomorphic Analysis |
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117 | (1) |
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16.1.5 Image Interpretation Keys |
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117 | (1) |
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16.1.6 Equipment for Image Interpretation |
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118 | (1) |
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16.2 Digital Image Processing (DIP) |
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118 | (1) |
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16.2.1 Image Rectification and Restoration |
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119 | (1) |
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119 | (1) |
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16.2.3 Image Transformation |
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119 | (1) |
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16.2.4 Image Classification |
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120 | (2) |
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16.2.5 Classification Accuracy Assessment |
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122 | (1) |
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16.2.6 Data Merging and GIS Integration |
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122 | (1) |
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16.3 False Colour Images Used in Interpretation |
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123 | (1) |
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123 | (1) |
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16.3.2 False Colour Image |
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123 | (1) |
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16.3.3 Panchromatic Image |
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123 | (1) |
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16.3.4 Multispectral Image |
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124 | (1) |
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16.3.5 Colour Composite Image |
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125 | (8) |
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Chapter 17 Application of Remote Sensing |
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133 | (6) |
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129 | (1) |
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17.1 More about The Application of Remote Sensing Data |
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129 | (1) |
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17.2 Land Use and Land Cover Mapping |
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130 | (1) |
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17.3 Ground Water Mapping |
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131 | (2) |
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133 | (6) |
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SECTION V GEOGRAPHIC INFORMATION SYSTEM |
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Chapter 18 Geographic Information System |
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139 | (10) |
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137 | (1) |
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137 | (1) |
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138 | (1) |
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18.3 Understanding the GIS |
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139 | (10) |
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149 | (6) |
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140 | (1) |
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19.1 Input Data and Sources |
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140 | (1) |
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141 | (1) |
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19.2.1 Data from Satellite Remote Sensing |
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141 | (1) |
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19.2.2 Data from Existing Maps |
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141 | (1) |
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19.2.3 Data from Photogrammetry |
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141 | (1) |
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19.2.4 Data from Field Surveying |
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141 | (1) |
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141 | (1) |
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19.2.6 Data from Internet/World Wide Web (WWW) |
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141 | (1) |
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19.2.7 Attribute Data Tagging |
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141 | (1) |
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19.3 Layer Concept of Data Storage in GIS |
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142 | (1) |
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19.4 Data Verification and Editing |
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143 | (1) |
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19.5 Georeferencing of GIS Data |
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143 | (1) |
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144 | (1) |
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19.7 Spatial Data Models and Structure |
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144 | (1) |
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19.8 GIS Database and Database Management System |
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145 | (1) |
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146 | (2) |
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19.10 Types of Output Products |
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148 | (1) |
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19.11 Spatial Data Analysis |
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149 | (6) |
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Chapter 20 GIS Application |
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155 | (5) |
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150 | (1) |
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20.1 Problem Identification |
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150 | (1) |
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20.2 Designing a Data Model |
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151 | (1) |
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151 | (1) |
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20.4 Identifying Implementation Problem |
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151 | (1) |
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20.5 Selecting an Appropriate GIS Software |
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152 | (1) |
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152 | (1) |
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153 | (1) |
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20.7.1 Site Suitability for Urban Planning |
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153 | (1) |
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20.7.2 Road Accident Analysis |
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154 | (6) |
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SECTION VI GLOBAL POSITIONING SYSTEM |
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Chapter 21 Introduction and Basic Concepts |
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160 | (4) |
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159 | (1) |
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21.1 What is Unique About GPS? |
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159 | (1) |
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21.2 Advantages of GPS over Traditional Surveying |
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159 | (1) |
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21.3 Limitations of GPS Based Surveying |
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160 | (1) |
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160 | (4) |
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Chapter 22 Satellite Ranging |
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164 | (6) |
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161 | (1) |
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22.1 Principles of GPS Working |
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161 | (1) |
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162 | (1) |
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22.1.2 Measuring Distance from a Satellite |
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162 | (2) |
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22.1.3 Atomic Clock and Determination of Position |
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164 | (6) |
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Chapter 23 GPS Components |
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170 | (4) |
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165 | (1) |
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166 | (1) |
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23.1.1 Satellite Identification |
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167 | (1) |
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167 | (1) |
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168 | (1) |
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23.2.1 Master Control Station |
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169 | (1) |
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170 | (1) |
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170 | (1) |
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170 | (4) |
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Chapter 24 GPS Receivers for Surveying |
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174 | (7) |
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171 | (1) |
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24.1 GPS Receivers and its Features |
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171 | (1) |
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24.1.1 Surveying Receivers |
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172 | (1) |
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24.1.2 Receivers by Method of Operation |
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173 | (1) |
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174 | (7) |
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181 | (2) |
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175 | (1) |
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25.1 GPS Navigation and GPS Surveying |
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175 | (1) |
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25.2 GPS Surveying Techniques |
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175 | (1) |
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25.2.1 Rapid-static GPS Surveying |
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176 | (1) |
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25.2.2 Stop-and-Go GPS Surveying |
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177 | (1) |
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25.2.3 Kinematic GPS Surveying |
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178 | (1) |
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25.3 Real-time GPS Surveying and Mapping Techniques |
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179 | (1) |
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180 | (1) |
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180 | (3) |
Index |
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183 | |