測繪學(xué)英語(yǔ)/全國高等院校測繪專(zhuān)業(yè)規劃教材簡(jiǎn)介，目錄書(shū)摘
2020-03-17 15:14
來(lái)源：京東
作者：京東
測繪學(xué)英語(yǔ)/全國高等院校測繪專(zhuān)業(yè)規劃教材
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內容簡(jiǎn)介: 《測繪學(xué)英語(yǔ)/全國高等院校測繪專(zhuān)業(yè)規劃教材》按照國內多數高校測繪工程專(zhuān)業(yè)“數字測圖原理與方法”課程大綱要求，結合中國測繪技術(shù)現狀并參考英美等國測繪技術(shù)特點(diǎn)，采用全英文系統地介紹了測繪學(xué)基礎的理論與技術(shù)，包括：測繪學(xué)（Geomatics）的基本概念與發(fā)展變革、高程測量、角度測量、距離測量、誤差理論與簡(jiǎn)易平差方法、小區域控制測量、大比例尺數字測圖和地形圖應用等教學(xué)內容。每章均附有習題和參考答案，附錄中還包括以中文總結了該課程的知識要點(diǎn)和《測繪學(xué)英語(yǔ)/全國高等院校測繪專(zhuān)業(yè)規劃教材》中出現的500余條術(shù)語(yǔ)的英中文對照。
《測繪學(xué)英語(yǔ)/全國高等院校測繪專(zhuān)業(yè)規劃教材》可以作為本科“數字測圖原理與方法”課程進(jìn)行雙語(yǔ)教學(xué)和“測繪英語(yǔ)”課程的教材，也可以作為研究生相關(guān)課程的教材和測繪工程技術(shù)人員的參考書(shū)。
《測繪學(xué)英語(yǔ)/全國高等院校測繪專(zhuān)業(yè)規劃教材》可以作為本科“數字測圖原理與方法”課程進(jìn)行雙語(yǔ)教學(xué)和“測繪英語(yǔ)”課程的教材，也可以作為研究生相關(guān)課程的教材和測繪工程技術(shù)人員的參考書(shū)。
目錄:Chapter 1 Introduction
1.1 DEFINITION OF GEOMATICS
1.2 BRANCHES OF GEOMATICS
1.3 HISTORY AND DEVELOPMENT OF GEOMATICS
Problems and Exercises
Chapter 2 Basic Concepts of Surveying
2.1 THE EARTH GEOID AND ELLIPSOID
2.1.1 The Shape and Size of the Earth
2.1.2 Geoid and Ellipsoid
2.1.3 Reference Ellipsoids
2.2 POSITIONING OF POINTS ON THE GROUND
2.2.1 Independent Planar Coordinate Systems
2.2.2GeographicCoordinate Systems
2.2.3 Gauss-Kruger Planar Coordinate System
2.3 RECTANGULAR COORDINATES
2.3.1 Reference Directions
2.3.2 Azimuths and Bearings
2.3.3 Principle of Coordinates Computation
2.4 INTRODUCTION TO MAPS
2.4.1 Maps
2.4.2 Map Scales
2.4.3 Contours
Problems and Exercises
Chapter3 Leveling
3.1 GENERAL BACKGROUND
3.1.1 Leveling Terms
3.1.2 Vertical Datum of China
3.1.3 Principles of Direct Leveling
3.2 CURVATURE AND REFRACTION
3.2.1 Effect from the Earth's Curvature
3.2.2 Effect from the Atmospheric Refraction
3.3 LEVELING METHODS
3.3.1 Vertical Distances Measuring
3.3.2 Direct Leveling
3.3.3 Barometric Leveling
3.3.4Trigonometric Leveling
3.4 EQUIPMENT FOR DIRECT LEVELING
3.4.1Telescopes
3.4.2 Level Vials
3.4.3 Tilting Levels
3.4.4 Automatic Levels
3.4.5 Electronic Digital Levels
3.4.6 Hand Leve
3.4.7 Leveling Tripods and Rods
3.5 FIELD AND OFFICE WORK FOR LEVELING
3.5.1 Operation for Leveling
3.5.2 Differential Leveling
3.5.3 Office Work in Leveling
3.6 LEVEL TESTING AND ADJUSTING
3.6.1 Requirements for Level Testing and Adjusting
3.6.2 Parallax Adjusting
3.6.3 Circular Level Testing and Adjusting
3.6.4 Preliminary Adjustment of the Horizontal Cross Hair
3.6.5 Sightline Testing and Adjusting (Angle / Testing)
3.7 SOURCES OF ERROR IN DIRECT LEVELING
3.7.1 Instrumental Errors
3.7.2 Personal Errors
3.7.3 Natural Errors
3.7.4 Mistakes
3.7.5 Errors Reducing and Mistakes Eliminating
Problems and Exercises
Chapter 4 Angles Measurement
4.1 GENARAL BACKGROUND
4.1.1 Reference Directions for Vertical Angles
4.1.2 Meridians
4.1.3 Horizontal Angles
4.1.4 Azimuths
4.1.5 Bearings
4.1.6 Reverse Azimuth
4.1.7 Azimuth Calculations
4.2 THEODOLITES
……
Chapter 5 Distance Measurement
Chapter 6 Theory of Errors and Survey Adjustment
Chapter 7 Control Survey for Small Areas,
Chapter 8 Topographical Mapping with Large Scales
Chapter 9 Application of Topographic Maps
1.1 DEFINITION OF GEOMATICS
1.2 BRANCHES OF GEOMATICS
1.3 HISTORY AND DEVELOPMENT OF GEOMATICS
Problems and Exercises
Chapter 2 Basic Concepts of Surveying
2.1 THE EARTH GEOID AND ELLIPSOID
2.1.1 The Shape and Size of the Earth
2.1.2 Geoid and Ellipsoid
2.1.3 Reference Ellipsoids
2.2 POSITIONING OF POINTS ON THE GROUND
2.2.1 Independent Planar Coordinate Systems
2.2.2GeographicCoordinate Systems
2.2.3 Gauss-Kruger Planar Coordinate System
2.3 RECTANGULAR COORDINATES
2.3.1 Reference Directions
2.3.2 Azimuths and Bearings
2.3.3 Principle of Coordinates Computation
2.4 INTRODUCTION TO MAPS
2.4.1 Maps
2.4.2 Map Scales
2.4.3 Contours
Problems and Exercises
Chapter3 Leveling
3.1 GENERAL BACKGROUND
3.1.1 Leveling Terms
3.1.2 Vertical Datum of China
3.1.3 Principles of Direct Leveling
3.2 CURVATURE AND REFRACTION
3.2.1 Effect from the Earth's Curvature
3.2.2 Effect from the Atmospheric Refraction
3.3 LEVELING METHODS
3.3.1 Vertical Distances Measuring
3.3.2 Direct Leveling
3.3.3 Barometric Leveling
3.3.4Trigonometric Leveling
3.4 EQUIPMENT FOR DIRECT LEVELING
3.4.1Telescopes
3.4.2 Level Vials
3.4.3 Tilting Levels
3.4.4 Automatic Levels
3.4.5 Electronic Digital Levels
3.4.6 Hand Leve
3.4.7 Leveling Tripods and Rods
3.5 FIELD AND OFFICE WORK FOR LEVELING
3.5.1 Operation for Leveling
3.5.2 Differential Leveling
3.5.3 Office Work in Leveling
3.6 LEVEL TESTING AND ADJUSTING
3.6.1 Requirements for Level Testing and Adjusting
3.6.2 Parallax Adjusting
3.6.3 Circular Level Testing and Adjusting
3.6.4 Preliminary Adjustment of the Horizontal Cross Hair
3.6.5 Sightline Testing and Adjusting (Angle / Testing)
3.7 SOURCES OF ERROR IN DIRECT LEVELING
3.7.1 Instrumental Errors
3.7.2 Personal Errors
3.7.3 Natural Errors
3.7.4 Mistakes
3.7.5 Errors Reducing and Mistakes Eliminating
Problems and Exercises
Chapter 4 Angles Measurement
4.1 GENARAL BACKGROUND
4.1.1 Reference Directions for Vertical Angles
4.1.2 Meridians
4.1.3 Horizontal Angles
4.1.4 Azimuths
4.1.5 Bearings
4.1.6 Reverse Azimuth
4.1.7 Azimuth Calculations
4.2 THEODOLITES
……
Chapter 5 Distance Measurement
Chapter 6 Theory of Errors and Survey Adjustment
Chapter 7 Control Survey for Small Areas,
Chapter 8 Topographical Mapping with Large Scales
Chapter 9 Application of Topographic Maps
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