Catalogue of photogrammetry principles

Analytical basis

The first section space coordinate system

Section 2 External Orientation Elements of Photography

Image equation of central projection in the third quarter

The fourth quarter rotation matrix

Section 5 tiny corner

chapter two

Single image space rear intersection

Section 1 Overview

Strict formula in the second quarter

The third section in the case of vertical photography formula

The fourth quarter, the precision of space rear intersection

Section 5 Uncertainty of Space Rear Rendezvous

chapter three

Double-image analytical photogrammetry

Section 1 Analysis method of relative orientation of single photo pair

Section 2 Analysis method of relative orientation of continuous connection of photos

The accuracy analysis of relative orientation in the third quarter

Section 4 Calculation of Model Coordinates

Section 5 Influence of Relative Orientation Element Error on Model Coordinates

The sixth section analyzes the absolute direction of the model

Section 7 Accuracy of Absolute Orientation

Section 8 Global Solutions of Directional Elements

chapter four

Single-band analytical aerial triangulation

Section 1 Overview

Section 2 Relative Orientation and Model Connection

Section III Relative Orientation and Model Connection Conditions

Section 4 Connection of Model Angular Orientation in Single Photo Orientation Method

Absolute orientation of the fifth solar band network

chapter five

Error characteristics of gas belt network coordinates

Section 1 Overview

The general law of error accumulation in the second quarter

Section 3 Unit Error of Overhead Conductor in Air Belt Network

Section 4 Accuracy estimation of coordinates of the weakest model of air belt network

Section 5 Systematic Phenomenon of Accidental Error Accumulation

Nonlinear correction formula of the sixth solar energy band network

Chapter vi

Aerial triangulation of regional network with aerial belt method

Section 1 Overview

Error equation in the second quarter

The structure of normal equation in the third quarter

The fourth quarter, the solution of normal equation

Section 5 Adjustment theory when control points have errors

Section 6 Stepwise Approximation Algorithm

Chapter VII

Independent modeling method of aerial triangulation in regional network

Section 1 Overview

Section 2 Three-dimensional Linear Transformation of Unit Model

Section III Division of Plan and Elevation

The fourth quarter plane area network aerial triangulation specific operation process

Section 5 General Analysis of Normal Equation Structure

Section VI Single Approximation Algorithm for Independent Models

Section 7 Determination of Spatial Coordinates of Projection Center

Chapter VIII

Aerial triangulation of regional network by beam method

Section 1: Operation Principle and Structure of Normal Equation

Section 2 Alternating Approximation Method for Two Kinds of Unknown Numbers

Section 3 Solution of Multi-group Adjustment Method

Section 4 Calculation of Minimum Bandwidth in LAN Encryption Operation

Chapter 9

Other methods of aerial triangulation operation in regional network

The first section uses the * * * surface condition to construct the network.

In the second section, the equivalent photo net method is used.

In the third part, the network construction method is based on the principle of beam pyramid.

Chapter 10

Application of auxiliary data in adjustment of aerial belt and regional network

Section 1 Overview

In the second quarter, the use record of micrometer height difference meter

In the third quarter, the use of altimeter records

Section 4 Other Auxiliary Data

Section 5 Application of Relative Control

Bankruptcy reorganization protection

Solution of large-scale equations

Section 1 Characteristics of Solving Normal Equations

The direct solution of normal equation in the second quarter

Iterative solution of normal equation in the third section

Norm of the fourth quarter matrix and its application

Section 5 Equivalent Error Equation

Section 6 Tilting Method

Chapter XII

Geocentric Cartesian Coordinate System in Regional Network Adjustment

Section 1 Overview

Section 2 Transformation between Geographical Coordinates and Geocentric Rectangular Coordinates

Rectangular coordinates of the third part

Chapter 13

Accuracy of LAN encryption

Accuracy analysis of the first section theory

The second section uses experimental methods to measure accuracy.

In the third quarter, the influence of system error

Chapter 14

Aberration correction and instrument error correction

Section 1 Calibration of Photoelectric Coordinate Measuring Instrument

Section 2 Orientation principle of photos on coordinate measuring instrument

Section 3 Film Deformation

Section 4 Optical Distortion Difference

Section 5 Atmospheric Refraction Difference

Section 6 Influence of Earth Curvature

Chapter 15

Camera verification

Section 1 Overview

Section 2 Indoor Verification Methods

Section III Verification Methods of Stellar Photography

The fourth section experimental field photography verification method

Section 5 Self-checking Method of Aerial Triangulation in Regional Network

Chapter 16

Principle of photo correction

Perspective relationship between planes in the first section

Section 2 Law of Perspective Rotation

Section 3 Optical Conditions of Corrector

Section 4 Structural Axis of Corrector and Its Correcting Elements

Section 5 Principle of General Hub Controller

Section 6 Analytical Formula of Photo Correction

Section 7 Revision of Layout Elements

Section 8 Multilevel Correction Theory

Section 9 Affine Correction

Section 10 zoning correction

Section 11 conversion principle of single projector.

Chapter 17

Structure principle of omni-directional stereo mapping instrument

Section 1 Typical Structure of Universal Stereo Surveying and Mapping Instruments

Section 2 Design Principles of Instruments without Inclined Photos

Section 3 Plane Stereo Surveying and Mapping Instruments

Section 4 Design Principle of Instrument for Changing Beam Type

Chapter 18

Mapping principle of omni-directional stereo mapper

Motion law of projection points in the first section

Section 2 Relative Orientation in Universal Tools

In the third quarter, the absolute orientation of universal tools

The fourth section instrument orientation theory when the projector rotates the eccentric device

Section 5 Principle of Transform Beam Mapping

Section 6 Correction of Distortion Difference on General Instruments

Chapter 19

Drawing system combined with digital computer

Section 1 Overview

Section 2 "Computer Aided" Drawing System of Digital Computer

Section 3 Analysis of Drawing Instruments

Section 4 Mixed Surveying and Mapping Instruments

Chapter 20

Correction theory in differential correction unit in the second quarter

Section 3 Central Projection Differential Corrector

Section 4 Function Projection Differential Corrector

Section 5 Drawing of Contour Lines in Differential Correction

Section 6 Measurement Principle of Stereo Orthophoto Image Pairs

Chapter 21

Automation of stereo surveying and mapping instruments

Section 1 Electronic Scanning System

Section 2 Electronic Related Systems

Section 3 Automatic Analysis and Drawing Instruments

The fourth quarter automatic omni-directional stereo mapping instrument

Section 5 Optical Correlation

Section 6 Digital correlation

Section 7 One-dimensional and Two-dimensional Image Correlation

Section 8 All-digital automatic mapping instrument

Chapter 22

Digital terrain model

Section 1 Overview

Data points in the second quarter

Section 3 Photogrammetry Interpolation

The fourth quarter least squares collocation method

Section 5 Automatic Drawing of Contour Lines

Chapter 23

Structure principle of differential stereo mapping instrument

The first section basic formula

Section 2 LCY-2 Stereo Measuring Instrument

Section III X-2 Stereo Mapping Instrument

Section 4 Stereotop of Stereo Surveying and Mapping Instruments (Germany)

Section 5 Stereo Surveying and Mapping Instruments (English) CP- 1

Chapter 24

Ground photogrammetry

Section 1 Overview

Section 2 Theoretical Formula of Ground Photogrammetry

Section 3 Determination of Baseline Length of Photography

Section 4 Optical Mechanical Drawing

Section 5 Error Theory

Section 6 Analysis of Ground Photogrammetry

Chapter 25

Close-range photogrammetry

Section 1 Overview

The second section * * * line and * * surface condition equation algorithm.

The algorithm of direct linear transformation in the third quarter

Section 4 introduces the deformation parameters of image point coordinates.

Section 5 Verification of Close-ups

Section 6 Photography Layout

Section 7 Multi-faceted Stereo Measurement of Reflector

Chapter 26

Principle of special photography surveying and mapping

Section 1 slit continuous camera photography

Section 2 Panoramic Photography

Section III Stereo Measurement of X-ray Perspective

Section 4 Photographic Processing of Scanning Electron Microscope

Section 5 Dual Media Photogrammetry

Section 6 Side-looking Radar Surveying and Mapping

Appendix 1 Basic knowledge of photo analysis

Appendix II Basic Knowledge of Matrix

Appendix III Orthogonal Matrix

Appendix Four Square Difference and Covariance

Appendix V Generalized Error Propagation Law

Appendix VI Matrix Representation of Adjustment Operation Formula

Appendix VII Correspondence between Matrix and Vector

Appendix VIII Vector Expression of Basic Photogrammetry Formula

Main references