GIS Day 2010
Download as ppt, pdf0 likes458 views
仂从仄亠仆 仗亠亟舒于仍磳 仂弍仂亶 仂弍亰仂 亞亠仂亞舒亳亠从亳 亳仆仂仄舒亳仂仆仆 亳亠仄 (弌) 亳 亳 仗亳仄亠仆亠仆亳 于 舒亰仍亳仆 仂弍仍舒, 舒从亳 从舒从 亞舒亟仂仂亳亠仍于仂, 舒仆仗仂 亳 亠仍从仂亠 仂亰磺于仂. 仆 仂弍亢亟舒亠, 从舒从 弌 仂弍舒弍舒于舒亠 仗仂舒仆于亠仆仆亠 亟舒仆仆亠 亳 仗亠亟仂舒于仍磳 仗亳仄亠 亳仗仂仍亰仂于舒仆亳. 从仍ﾑ亠仆 舒从亢亠 亳仂仆亳从亳 亳仆仂仄舒亳亳 亳 仄亠仂亟 舒弍仂 弌.
1 of 16
Downloaded 31 times
Ad
Recommended
Pasternak V. Using PTC Field Map for large-scale mapping of areas monitoring
Pasternak V. Using PTC Field Map for large-scale mapping of areas monitoringAnton Biatov
油
仂从仄亠仆 仂仗亳于舒亠 亳仗仂仍亰仂于舒仆亳亠 亠仆仂仍仂亞亳亳 field-map 亟仍 从仗仆仂仄舒舒弍仆仂亞仂 从舒亳仂于舒仆亳 仂弍亠从仂于 仗亳仂亟仂仂舒仆仆仂亞仂 仂仆亟舒 仗亳仄亠仆亠仆亳亠仄 仂于亠仄亠仆仆 弌-亠仆仂仍仂亞亳亶. 仆仂于仆仂亠 于仆亳仄舒仆亳亠 亟亠仍磳 亳仆于亠仆舒亳亰舒亳亳 亳 仄仂仆亳仂亳仆亞 仍亠仆 仆舒舒亢亟亠仆亳亶 亳 从仂亳亠仄, 仗仂亰于仂仍ﾑ亳仄 仗仂于仂亟亳 亳仍亠亟仂于舒仆亳 亳 舒亰舒弍舒于舒 亠从仂仄亠仆亟舒亳亳 亟仍 亳 仂舒仆 亳 仗舒于仍亠仆亳. 丐亠仆仂仍仂亞亳 仗仂仄仂亞舒亠 仆亳亰亳 从仂仍仂亞亳亠从仂亠 于仂亰亟亠亶于亳亠, 仂弍亠仗亠亳于舒亠 亟亠舒仍亳亰舒亳 亟舒仆仆 亳 亠从亳于仆仂 于 弍仂亠 亳仆仂仄舒亳亳.Brusentsova n. gis-analysis spatial distribution poinly objects in the ecol...
Brusentsova n. gis-analysis spatial distribution poinly objects in the ecol...Anton Biatov
油
仂从仄亠仆 仗仂于亠仆 亞亳-舒仆舒仍亳亰 仗仂舒仆于亠仆仆仂亞仂 舒仗亠亟亠仍亠仆亳 仆仂仆 亳仆亳从仂于 于 从仂仍仂亞亳亠从亳 亳仍亠亟仂于舒仆亳. 仗仂仍亰 亳仆仄亠仆 QGIS 亳 ArcGIS, 亳仍亠亟ﾑ 舒舒从亠 亳 仍仂从舒仍仆舒 仗仍仂仆仂 舒仗亠亟亠仍亠仆亳 仂弍亠从仂于 仆舒 仆亠从仂仍从亳 舒从舒. 亠亰仍舒 仗仂从舒亰于舒ﾑ, 仂 弌-亳仆仄亠仆 亠从亳于仆仂 于亳亰舒仍亳亰亳ﾑ 亳亰仄亠仆亠仆亳 于 舒仗亠亟亠仍亠仆亳亳 仆仂 亳 仗仂亰于仂仍ﾑ 仗仂于仂亟亳 亟舒仍仆亠亶亳亠 亳仍亠亟仂于舒仆亳.YarotskiyYarotskiy V. - Field-Map for the study of natural objects
YarotskiyYarotskiy V. - Field-Map for the study of natural objects Anton Biatov
油
仂从仄亠仆 仗亠亟舒于仍磳 仂弍亰仂 仗亳仄亠仆亠仆亳 亠仆仂仍仂亞亳亳 field-map 亟仍 亳亰亠仆亳 仂仂弍仂-亠仆仆 仗亳仂亟仆 仂弍亠从仂于, 舒从亠仆亳 于仆亳仄舒仆亳亠 仆舒 亞亳-亠仆仂仍仂亞亳 亟仍 仄仂仆亳仂亳仆亞舒 亳 亰舒亳 从仂亳亠仄. 丐亠仆仂仍仂亞亳 仗仂亰于仂仍磳 亠从亳于仆仂 仂弍亳舒 亟舒仆仆亠, 仗仂于仂亟亳 亳仆于亠仆舒亳亰舒亳 亳 舒仆舒仍亳亰亳仂于舒 仂仂礌亳 仍亠仆 仆舒舒亢亟亠仆亳亶, 舒 舒从亢亠 舒亰舒弍舒于舒 亠从仂仄亠仆亟舒亳亳 亟仍 亳 仂舒仆. 仂仄 从仂仆亠从亠 舒仄舒亳于舒亠 仂亰亟舒仆亳亠 弍舒亰 亟舒仆仆 亳 亠亠亶 仗仂仂礌仆 舒从仂于 亟仍 亠亞仍仆仂亞仂 仄仂仆亳仂亳仆亞舒 仂仂礌亳 仗亳仂亟仆 亠仂于.于亠仍亠亶仆亠 仂仗亠舒亳亳 仗仂仍亳亞仂仆-仗仂仍亳亞仂仆
于亠仍亠亶仆亠 仂仗亠舒亳亳 仗仂仍亳亞仂仆-仗仂仍亳亞仂仆仍亠从亠亶 弌舒亰仂仆仂于
油
仂从仄亠仆 仂仗亳于舒亠 舒亰舒弍仂从 亳仂于仂亶 从舒仂亞舒亳亠从仂亶 弍舒亰 亟舒仆仆 亟仍 仄仂仆亳仂亳仆亞舒 亞舒仆亳 舒仆亳舒仆仂-亰舒亳仆 亰仂仆 亳 舒仆舒仍亳亰舒 仂弍亳舒仆亳 舒亰亳舒从仂亞仂 仍仂仆舒 于 仂亳亳. 仆仂于仆仂亠 于仆亳仄舒仆亳亠 亟亠仍亠仆仂 亰仂仆亳仂于舒仆亳 亠亳仂亳亶 仗仂 亠仗亠仆亳 仗亳亞仂亟仆仂亳 亟仍 亠仍从仂亞仂 仂亰磺于舒 亳 仗仂亞仆仂亰亳仂于舒仆亳 舒亰于亳亳 仂仗舒仆 亞亠仂仍仂亞亳亠从亳 仗仂亠仂于. 亠亰仍舒亠 舒弍仂 弍仍亳 仂亰亟舒仆 从舒, 仗仂从舒亰于舒ﾑ亳亠 于仍亳礌亳亠 舒亰仍亳仆 舒从仂仂于 仆舒 舒亰于亳亳亠 仂仗舒仆 仗仂亠仂于 于 亠亠仆亳亠 亞仂亟舒.Topografia informe anexo_2016Princess Jessi Ventura Quispe
油
Este informe resume una pr叩ctica de campo de topograf鱈a realizada por estudiantes de ingenier鱈a ambiental de la Universidad Nacional de Moquegua. Los estudiantes realizaron alineamientos, trazados perpendiculares y un levantamiento topogr叩fico usando m辿todos como tri叩ngulos y equipos como winchas, jalones y estacas. El informe describe los objetivos, marco te坦rico, metodolog鱈a, conclusiones y anexos de la pr叩ctica.Gis intro
Gis intro2GIS
油
仂从仄亠仆 仗亠亟舒于仍磳 于于亠亟亠仆亳亠 于 亞亠仂亳仆仂仄舒亳仂仆仆亠 亳亠仄 (弌), 仂仗亳于舒 仂亞舒仆亳亰舒亳 仗仂舒仆于亠仆仆 亟舒仆仆 于 于亳亟亠 仍仂亠于 亳 舒亰仍亳仆亠 亳仗 亟舒仆仆, 舒从亳亠 从舒从 于亠从仂仆亠 亳 舒仂于亠. 舒仄舒亳于舒ﾑ 从舒仂亞舒亳亠从亳亠 仗仂亠从亳亳, 于亳亟 亳从舒亢亠仆亳亶, 舒 舒从亢亠 仂仄舒 舒亶仍仂于, 舒从亳亠 从舒从 shapefile 亳 GML, 从仂仂亠 亳仗仂仍亰ﾑ 亟仍 仗亠亟舒于仍亠仆亳 亞亠仂亞舒亳亠从亳 亟舒仆仆. 亰舒从仍ﾑ亠仆亳亠 仂弍亢亟舒ﾑ 亳亠仄 弍舒亰 亟舒仆仆 亳 于亠弍-亠于亳 亟仍 亟仂仗舒 从 亞亠仂亟舒仆仆仄.GPS in Geodesy
GPS in GeodesyYaroslav Tkachuk
油
This presentation discusses the use of GPS technology in geodesy. It explains that GPS allows geodesists to solve problems at various levels, from developing state geodetic networks to land surveying, with productivity increasing by tens of times. Depending on the required accuracy and time limits, different types of GPS receivers are used, but they all work in differential mode and are phase-based. The presentation provides examples of GPS significantly increasing the efficiency of geodetic work in France and Russia.仍亠从亳 亞亳
仍亠从亳 亞亳lzudilina
油
仂从仄亠仆 仂仗亳于舒亠 亞亠仂亳仆仂仄舒亳仂仆仆亠 亳亠仄 (弌), 亳 从仂仄仗仂仆亠仆, 仗亳仆亳仗 舒弍仂 亳 亳仗 亟舒仆仆, 舒从亳亠 从舒从 于亠从仂仆亠 亳 舒仂于亠. 仆亠仄 舒仄舒亳于舒ﾑ 仄亠仂亟 仗亠亟舒于仍亠仆亳 仗仂舒仆于亠仆仆 仂弍亠从仂于, 仄舒舒弍 仂仗仂亞舒亳亠从亳 从舒, 舒 舒从亢亠 仗仂亞舒仄仄仆亠 亠亟于舒 亟仍 舒仆舒仍亳亰舒 亳 于亳亰舒仍亳亰舒亳亳 亟舒仆仆. 丐舒从亢亠 仗仂仄亳仆舒ﾑ 舒亰仍亳仆亠 仗仂亠从亳亳 亳 亠亠亠仆仆亠 亳亠仄 从仂仂亟亳仆舒, 亳仗仂仍亰亠仄亠 于 弌.Total station
Total stationsusheelpote
油
This document provides an overview of electronic distance measuring (EDM) devices and total stations used for surveying. It discusses the history and evolution of surveying techniques from manual methods to modern EDMs and total stations. Key points covered include:
- How total stations integrate an electronic theodolite and EDM to measure angles and distances, then use trigonometry to calculate coordinates.
- Features of Pentax total stations like automatic environmental sensing, auto focusing, and narrow visible beams that improve accuracy and efficiency.
- Software tools like Power Topolite, PSF, and Pythagoras that support data collection, calculations, stakeout, and CAD functions on Pentax total stations.亠亰亠仆舒亳 弌
亠亰亠仆舒亳 弌亠仍仆亳从
油
仂从仄亠仆 仂仗亳于舒亠 亞亠仂亞舒亳亠从 亳仆仂仄舒亳仂仆仆 亳亠仄 (弌) 从舒从 仂于亠仄亠仆仆 亠仆仂仍仂亞亳 亟仍 于亳亰舒仍亳亰舒亳亳 亳 舒仆舒仍亳亰舒 仂弍亠从仂于 亳 仂弍亳亶 仆舒 亠仄仍亠, 仂于舒于舒ﾑ 仗 仂仆仂于仆 从仂仄仗仂仆亠仆仂于: 舒仗仗舒舒仆亠 亠亟于舒, 仗仂亞舒仄仄仆仂亠 仂弍亠仗亠亠仆亳亠, 亟舒仆仆亠, 亳仗仂仍仆亳亠仍亳 亳 仄亠仂亟. 弌 亳仗仂仍亰亠 亟仍 亠亠仆亳 亳仂从仂亞仂 仗亠从舒 亰舒亟舒, 于从仍ﾑ舒 舒仆舒仍亳亰 亞仍仂弍舒仍仆 仗仂弍仍亠仄 亳 仂仗亳仄亳亰舒亳 仄亠仂仗仂仍仂亢亠仆亳亶, 舒 舒从亢亠 仗亠亟仂舒于仍磳 于仂亰仄仂亢仆仂亳 亟仍 仗舒于仍亠仆亳 仗仂舒仆于亠仆仆仄亳 亟舒仆仆仄亳, 于亳亰舒仍亳亰舒亳亳 亳 舒仆舒仍亳亰舒. 丐亠仆仂仍仂亞亳 弌 仗仂仄仂亞舒亠 仗亠亟仗亳亳礆 亳 仂亞舒仆亳亰舒亳礆 仗亳仆亳仄舒 亳仆仂仄亳仂于舒仆仆亠 亠亠仆亳 亳 仗仂于舒 亠从亳于仆仂 舒弍仂.CE6404 ANNA UNIVERSITY Unit iii total station surveying
CE6404 ANNA UNIVERSITY Unit iii total station surveyingDr Gopikrishnan T
油
This document discusses total station surveying, which uses total stations to measure angles and distances to determine coordinates and elevations of points on the ground. It describes the working principles of total stations, including electro-optical and electronic systems, and discusses potential sources of errors in measurements from each system. Methods of total station surveying include trilateration and traversing.Essays on Geography and GIS, Vol. 4
Essays on Geography and GIS, Vol. 4Esri
油
The document discusses the evolution of geography and GIS as vital tools for scientific discovery, likening them to revolutionary instruments like the microscope and telescope. It emphasizes that the macroscopecomprising various spatial technologiesenables unprecedented insights into Earth's processes and questions the traditional rejection of geographical perspectives in scientific research. The author argues for a reinvigoration of geography within the sciences, advocating for its unique spatial approach to enhance understanding across multiple disciplines.Tacheometry survey
Tacheometry surveySANTOSH PATASKAR
油
This document discusses tacheometry, which is a method of distance measurement using a transit theodolite fitted with a stadia diaphragm and anallatic lens. An anallatic lens is an additional convex lens provided between the eyepiece and object glass of the instrument to make the additive constant equal to zero. This simplifies distance calculations by making it dependent only on the multiplying constant. The document provides examples of using stadia readings to calculate distances and defines various terms used in tacheometry such as focal length, stadia intercept, multiplying constant, etc. It also discusses the working principle of an anallatic lens and assigns notation for different optical components. Home assignments on deriving formulae for inclinedGeometric geodesy
Geometric geodesySanjit Bhattarai
油
The document discusses properties of reference ellipsoids used in geodesy. It describes how an ellipsoid is a surface of revolution created by rotating an ellipse about its minor axis, with meridians of longitude being ellipses and parallels of latitude being circles. It then provides details on the mathematical definition of an ellipse as a conic section, including Cartesian equations relating the distances from two fixed points (foci) and parametric equations derived by considering intersections with auxiliary circles.Contours
Contoursigrant
油
Contours are lines on maps that connect points of equal elevation. They show the shape and features of the land. Closer contour lines indicate a steeper slope, while more spaced out lines show flatter, more gentle slopes. Contours can be used to identify hills, valleys, spurs and other landforms based on the pattern and spacing of the lines.Total Station Topographic Survey
Total Station Topographic Survey haroldtaylor1113
油
The document provides guidance on using total station equipment for topographic surveys. It discusses the features and operation of total stations, which combine electronic theodolites and distance measurement instruments. Total stations allow large amounts of survey data to be collected quickly and efficiently compared to traditional methods. The document outlines considerations for equipment selection and inventory, including total station models, data collectors, batteries, and maintenance procedures to ensure equipment remains calibrated and in good working condition.Gis powerpoint
Gis powerpointkaushdave
油
The document is a presentation on Geographic Information Systems (GIS) prepared by students at the Gandhinagar Institute of Technology, exploring the introduction, history, key components, processes, and applications of GIS. It highlights GIS's significance in various fields such as agriculture, natural resource management, urban planning, and disaster management. Additionally, it includes literature reviews discussing the effectiveness and challenges of GIS technology in specific applications.Basic of Geodesy
Basic of GeodesyKutubuddin ANSARI
油
1) Geodesy is the science of measuring and mapping the Earth's surface, including determining its shape, size, and gravity field.
2) Early Greek scholar Eratosthenes used simple observations and geometry to estimate the circumference of Earth to within 1% accuracy over 2000 years ago.
3) While the Earth is approximated as an oblate spheroid, its true shape, called the geoid, is irregular due to density variations underground. Precise positioning and heights require accounting for geoid undulations.tacheometry surveying
tacheometry surveyingJayachandra Jitendra
油
Tacheometry is a surveying method that uses optical instruments like a theodolite fitted with a stadia diaphragm to measure horizontal and vertical distances between points. It works on the principle that the ratio of distance from the instrument to the base of an isosceles triangle and the length of the base is constant. Distances are calculated using stadia intercept readings and multiplying constants based on the focal length of the instrument's objective lens. Tacheometry offers faster measurement compared to traditional chaining and is useful for surveys in difficult terrain like rivers, valleys, or undulating ground where conventional surveying would be inaccurate or slow.Surveying by using Digital Theodolite
Surveying by using Digital TheodoliteEhab AL-Timimi
油
This document provides instructions for using a digital theodolite to take horizontal and vertical angle measurements of reference points by following several steps:
1) Setting up the tripod and centering the theodolite over a reference mark.
2) Leveling the theodolite using circular and plate levels to precisely align it.
3) Taking multiple rounds of horizontal and vertical angle measurements in both face-left and face-right positions to reference points, and calculating the mean values.
4) Packing up the theodolite by reversing the setup steps.Compass surveying
Compass surveyingMarimuthu Kan
油
This document discusses various concepts related to compass surveying including:
1) Definitions of true meridian, magnetic meridian, arbitrary meridian and grid meridian.
2) Methods for designating magnetic bearings including whole circle bearing (0-360 degrees) and quadrantal bearing (0-90 degrees in four quadrants).
3) Concepts such as magnetic declination, dip of the magnetic needle, and methods to correct for errors in a compass traverse.
4) Different methods for conducting a compass traverse including chain, compass, theodolite and plane table traversing.
5) Checks that can be performed on closed and open traverses.LEVELING AND CONTOURING
LEVELING AND CONTOURINGANAND JIBHKATE
油
Leveling is a surveying technique used to determine differences in elevation between points. It involves measuring vertical distances between a fixed benchmark and other points using a leveling instrument, leveling rod, and trigonometric leveling. There are two main methods for leveling - the height of instrument method and rise and fall method. Leveling is used to establish elevations, construct contour maps, and determine cut/fill volumes for engineering projects.Tacheometry ppt
Tacheometry pptVilas Nikam
油
This document provides information about tacheometry, which is a method of surveying that determines horizontal and vertical distances from instrumental observations. It discusses how tacheometry can be used when obstacles make traditional surveying difficult. The key aspects covered include:
- Defining tacheometry and the measurements it provides
- When tacheometry is advantageous over other surveying methods
- The instruments used, including tacheometers and levelling rods
- How horizontal and vertical distances are calculated using constants
- The different types of tacheometer diaphragms and telescopes
- The fixed hair method for taking readingsLecture 1 precise levelling
Lecture 1 precise levelling[ Nor Khalila Na'ima ]
油
The document discusses precise leveling, including its aims, concepts, history in Malaysia, equipment, and types. Precise leveling is needed to establish accurate height networks and transfer heights precisely for engineering works. It requires specialized optical, motorized, or digital leveling instruments and invar staffs read to millimeters. Malaysia's first vertical datum was established in 1912, and its current tidal network helps define an accurate national geodetic vertical datum.Sokkia Total station setup and operation
Sokkia Total station setup and operationCharitha Seneviratne
油
The document provides instructions for setting up and operating a Sokkia SET total station for surveying tasks. It describes how to level the instrument, perform calibration by backsight or resection, and take measurements such as distance and height. Key steps include leveling the instrument for accurate results, establishing orientation by shooting a known point or angle, and checking calibration by re-measuring control points. The document emphasizes proper setup, calibration checking, and understanding coordinate systems for accurate surveying work.Tacheometric survey
Tacheometric surveyStudent
油
1. The document presents information from a slideshow on tacheometric surveying. It discusses various methods of tacheometric surveying including fixed hair, movable hair, tangential, and subtense bar methods.
2. Formulas are provided for calculating horizontal distance, vertical distance, and elevation of points using these different tacheometric surveying methods under various sighting conditions such as inclined or depressed lines of sight.
3. The document also discusses tacheometric constants, anallatic lenses, and procedures for conducting field work in a tacheometric survey including selecting instrument stations, taking observations of vertical angles and staff readings, and shifting to subsequent stations.Engineering surveying-ii
Engineering surveying-iiMarvin Ken
油
This document provides an outline for a course on Engineering Surveying II taught by Prof. Dr.-Ing. John Bosco Kyalo Kiema at the University of Nairobi. The course covers topics such as horizontal control through traversing, vertical control through leveling, applications to highway drainage and earthworks, and practical field surveying. Assessment includes exams, coursework, and a term paper on the role of geoinformatics in environmental monitoring and management. The lecture outline provides details on traversing, vertical control, earthworks computations, and references textbooks on surveying.OSM for Conservation
OSM for Conservationgisproject
油
仂从仄亠仆 仂仗亳于舒亠 仗仂亠从 OpenStreetMap (OSM) 亟仍 仂仂弍仂 仂舒仆磳仄 仗亳仂亟仆 亠亳仂亳亶 (丐) 于 丱舒从仂于亠, 从仂仂亶 舒仂于舒仍 于 2004 亞仂亟 亳 仗亳于仍亠从 仄仆仂亢亠于仂 舒仆亳从仂于. 仆 仂于亠舒亠 亠舒仍亳亰仂于舒仆仆亠 仗仂亠从, 舒亟亳仂亳 仗仂仍亰仂于舒亠仍亠亶 亳 亳仆仄亠仆 亟仍 仂亰亟舒仆亳 亳 亳仗仂仍亰仂于舒仆亳 亞亠仂亞舒亳亠从亳 亟舒仆仆. 仆仂于仆亠 仗亠亳仄亠于舒 OSM 亟仍 丐 于从仍ﾑ舒ﾑ 仗亳于仍亠亠仆亳亠 于仂仍仂仆仂于, 仗仂亟亟亠亢从舒 仂仂弍亠于舒 亳 亟仂仗 从 亞仂仂于仄 亳仆仄亠仆舒仄.QGIS Plugins
QGIS Pluginsgisproject
油
仂从仄亠仆 仂仗亳于舒亠 舒亳亠仆亳 亟仍 QGIS, 亳 舒仆仂于从 亳 亟亠仄仂仆舒亳 仆从亳亶, 仂仆仂于舒仆仆 仆舒 亠亰仍舒舒 亠仄亳仆舒舒 '弌 亳 亰舒仗仂于亠亟仆亠 亠亳仂亳亳'. QGIS 亰舒仂亟亳仍 于 2002 亞仂亟, 亠 仗仂 仗仂亠仍 仆亠从仂仍从仂 亰仆舒亳亠仍仆 仂弍仆仂于仍亠仆亳亶, 舒仆仂于 仍亳亟亠仂仄 亠亟亳 仂从 弌. 仂从仄亠仆 舒从亢亠 仗仂仄亳仆舒亠 仆舒仍亳亳亠 仗仂亟亟亠亢从亳 仂仂弍亠于仂仄 仗仂仍亰仂于舒亠仍亠亶 亳 亟仂仗仆仂亶 亟仂从仄亠仆舒亳亳.More Related Content
Viewers also liked (20)
Total station
Total stationsusheelpote
油
This document provides an overview of electronic distance measuring (EDM) devices and total stations used for surveying. It discusses the history and evolution of surveying techniques from manual methods to modern EDMs and total stations. Key points covered include:
- How total stations integrate an electronic theodolite and EDM to measure angles and distances, then use trigonometry to calculate coordinates.
- Features of Pentax total stations like automatic environmental sensing, auto focusing, and narrow visible beams that improve accuracy and efficiency.
- Software tools like Power Topolite, PSF, and Pythagoras that support data collection, calculations, stakeout, and CAD functions on Pentax total stations.亠亰亠仆舒亳 弌
亠亰亠仆舒亳 弌亠仍仆亳从
油
仂从仄亠仆 仂仗亳于舒亠 亞亠仂亞舒亳亠从 亳仆仂仄舒亳仂仆仆 亳亠仄 (弌) 从舒从 仂于亠仄亠仆仆 亠仆仂仍仂亞亳 亟仍 于亳亰舒仍亳亰舒亳亳 亳 舒仆舒仍亳亰舒 仂弍亠从仂于 亳 仂弍亳亶 仆舒 亠仄仍亠, 仂于舒于舒ﾑ 仗 仂仆仂于仆 从仂仄仗仂仆亠仆仂于: 舒仗仗舒舒仆亠 亠亟于舒, 仗仂亞舒仄仄仆仂亠 仂弍亠仗亠亠仆亳亠, 亟舒仆仆亠, 亳仗仂仍仆亳亠仍亳 亳 仄亠仂亟. 弌 亳仗仂仍亰亠 亟仍 亠亠仆亳 亳仂从仂亞仂 仗亠从舒 亰舒亟舒, 于从仍ﾑ舒 舒仆舒仍亳亰 亞仍仂弍舒仍仆 仗仂弍仍亠仄 亳 仂仗亳仄亳亰舒亳 仄亠仂仗仂仍仂亢亠仆亳亶, 舒 舒从亢亠 仗亠亟仂舒于仍磳 于仂亰仄仂亢仆仂亳 亟仍 仗舒于仍亠仆亳 仗仂舒仆于亠仆仆仄亳 亟舒仆仆仄亳, 于亳亰舒仍亳亰舒亳亳 亳 舒仆舒仍亳亰舒. 丐亠仆仂仍仂亞亳 弌 仗仂仄仂亞舒亠 仗亠亟仗亳亳礆 亳 仂亞舒仆亳亰舒亳礆 仗亳仆亳仄舒 亳仆仂仄亳仂于舒仆仆亠 亠亠仆亳 亳 仗仂于舒 亠从亳于仆仂 舒弍仂.CE6404 ANNA UNIVERSITY Unit iii total station surveying
CE6404 ANNA UNIVERSITY Unit iii total station surveyingDr Gopikrishnan T
油
This document discusses total station surveying, which uses total stations to measure angles and distances to determine coordinates and elevations of points on the ground. It describes the working principles of total stations, including electro-optical and electronic systems, and discusses potential sources of errors in measurements from each system. Methods of total station surveying include trilateration and traversing.Essays on Geography and GIS, Vol. 4
Essays on Geography and GIS, Vol. 4Esri
油
The document discusses the evolution of geography and GIS as vital tools for scientific discovery, likening them to revolutionary instruments like the microscope and telescope. It emphasizes that the macroscopecomprising various spatial technologiesenables unprecedented insights into Earth's processes and questions the traditional rejection of geographical perspectives in scientific research. The author argues for a reinvigoration of geography within the sciences, advocating for its unique spatial approach to enhance understanding across multiple disciplines.Tacheometry survey
Tacheometry surveySANTOSH PATASKAR
油
This document discusses tacheometry, which is a method of distance measurement using a transit theodolite fitted with a stadia diaphragm and anallatic lens. An anallatic lens is an additional convex lens provided between the eyepiece and object glass of the instrument to make the additive constant equal to zero. This simplifies distance calculations by making it dependent only on the multiplying constant. The document provides examples of using stadia readings to calculate distances and defines various terms used in tacheometry such as focal length, stadia intercept, multiplying constant, etc. It also discusses the working principle of an anallatic lens and assigns notation for different optical components. Home assignments on deriving formulae for inclinedGeometric geodesy
Geometric geodesySanjit Bhattarai
油
The document discusses properties of reference ellipsoids used in geodesy. It describes how an ellipsoid is a surface of revolution created by rotating an ellipse about its minor axis, with meridians of longitude being ellipses and parallels of latitude being circles. It then provides details on the mathematical definition of an ellipse as a conic section, including Cartesian equations relating the distances from two fixed points (foci) and parametric equations derived by considering intersections with auxiliary circles.Contours
Contoursigrant
油
Contours are lines on maps that connect points of equal elevation. They show the shape and features of the land. Closer contour lines indicate a steeper slope, while more spaced out lines show flatter, more gentle slopes. Contours can be used to identify hills, valleys, spurs and other landforms based on the pattern and spacing of the lines.Total Station Topographic Survey
Total Station Topographic Survey haroldtaylor1113
油
The document provides guidance on using total station equipment for topographic surveys. It discusses the features and operation of total stations, which combine electronic theodolites and distance measurement instruments. Total stations allow large amounts of survey data to be collected quickly and efficiently compared to traditional methods. The document outlines considerations for equipment selection and inventory, including total station models, data collectors, batteries, and maintenance procedures to ensure equipment remains calibrated and in good working condition.Gis powerpoint
Gis powerpointkaushdave
油
The document is a presentation on Geographic Information Systems (GIS) prepared by students at the Gandhinagar Institute of Technology, exploring the introduction, history, key components, processes, and applications of GIS. It highlights GIS's significance in various fields such as agriculture, natural resource management, urban planning, and disaster management. Additionally, it includes literature reviews discussing the effectiveness and challenges of GIS technology in specific applications.Basic of Geodesy
Basic of GeodesyKutubuddin ANSARI
油
1) Geodesy is the science of measuring and mapping the Earth's surface, including determining its shape, size, and gravity field.
2) Early Greek scholar Eratosthenes used simple observations and geometry to estimate the circumference of Earth to within 1% accuracy over 2000 years ago.
3) While the Earth is approximated as an oblate spheroid, its true shape, called the geoid, is irregular due to density variations underground. Precise positioning and heights require accounting for geoid undulations.tacheometry surveying
tacheometry surveyingJayachandra Jitendra
油
Tacheometry is a surveying method that uses optical instruments like a theodolite fitted with a stadia diaphragm to measure horizontal and vertical distances between points. It works on the principle that the ratio of distance from the instrument to the base of an isosceles triangle and the length of the base is constant. Distances are calculated using stadia intercept readings and multiplying constants based on the focal length of the instrument's objective lens. Tacheometry offers faster measurement compared to traditional chaining and is useful for surveys in difficult terrain like rivers, valleys, or undulating ground where conventional surveying would be inaccurate or slow.Surveying by using Digital Theodolite
Surveying by using Digital TheodoliteEhab AL-Timimi
油
This document provides instructions for using a digital theodolite to take horizontal and vertical angle measurements of reference points by following several steps:
1) Setting up the tripod and centering the theodolite over a reference mark.
2) Leveling the theodolite using circular and plate levels to precisely align it.
3) Taking multiple rounds of horizontal and vertical angle measurements in both face-left and face-right positions to reference points, and calculating the mean values.
4) Packing up the theodolite by reversing the setup steps.Compass surveying
Compass surveyingMarimuthu Kan
油
This document discusses various concepts related to compass surveying including:
1) Definitions of true meridian, magnetic meridian, arbitrary meridian and grid meridian.
2) Methods for designating magnetic bearings including whole circle bearing (0-360 degrees) and quadrantal bearing (0-90 degrees in four quadrants).
3) Concepts such as magnetic declination, dip of the magnetic needle, and methods to correct for errors in a compass traverse.
4) Different methods for conducting a compass traverse including chain, compass, theodolite and plane table traversing.
5) Checks that can be performed on closed and open traverses.LEVELING AND CONTOURING
LEVELING AND CONTOURINGANAND JIBHKATE
油
Leveling is a surveying technique used to determine differences in elevation between points. It involves measuring vertical distances between a fixed benchmark and other points using a leveling instrument, leveling rod, and trigonometric leveling. There are two main methods for leveling - the height of instrument method and rise and fall method. Leveling is used to establish elevations, construct contour maps, and determine cut/fill volumes for engineering projects.Tacheometry ppt
Tacheometry pptVilas Nikam
油
This document provides information about tacheometry, which is a method of surveying that determines horizontal and vertical distances from instrumental observations. It discusses how tacheometry can be used when obstacles make traditional surveying difficult. The key aspects covered include:
- Defining tacheometry and the measurements it provides
- When tacheometry is advantageous over other surveying methods
- The instruments used, including tacheometers and levelling rods
- How horizontal and vertical distances are calculated using constants
- The different types of tacheometer diaphragms and telescopes
- The fixed hair method for taking readingsLecture 1 precise levelling
Lecture 1 precise levelling[ Nor Khalila Na'ima ]
油
The document discusses precise leveling, including its aims, concepts, history in Malaysia, equipment, and types. Precise leveling is needed to establish accurate height networks and transfer heights precisely for engineering works. It requires specialized optical, motorized, or digital leveling instruments and invar staffs read to millimeters. Malaysia's first vertical datum was established in 1912, and its current tidal network helps define an accurate national geodetic vertical datum.Sokkia Total station setup and operation
Sokkia Total station setup and operationCharitha Seneviratne
油
The document provides instructions for setting up and operating a Sokkia SET total station for surveying tasks. It describes how to level the instrument, perform calibration by backsight or resection, and take measurements such as distance and height. Key steps include leveling the instrument for accurate results, establishing orientation by shooting a known point or angle, and checking calibration by re-measuring control points. The document emphasizes proper setup, calibration checking, and understanding coordinate systems for accurate surveying work.Tacheometric survey
Tacheometric surveyStudent
油
1. The document presents information from a slideshow on tacheometric surveying. It discusses various methods of tacheometric surveying including fixed hair, movable hair, tangential, and subtense bar methods.
2. Formulas are provided for calculating horizontal distance, vertical distance, and elevation of points using these different tacheometric surveying methods under various sighting conditions such as inclined or depressed lines of sight.
3. The document also discusses tacheometric constants, anallatic lenses, and procedures for conducting field work in a tacheometric survey including selecting instrument stations, taking observations of vertical angles and staff readings, and shifting to subsequent stations.Engineering surveying-ii
Engineering surveying-iiMarvin Ken
油
This document provides an outline for a course on Engineering Surveying II taught by Prof. Dr.-Ing. John Bosco Kyalo Kiema at the University of Nairobi. The course covers topics such as horizontal control through traversing, vertical control through leveling, applications to highway drainage and earthworks, and practical field surveying. Assessment includes exams, coursework, and a term paper on the role of geoinformatics in environmental monitoring and management. The lecture outline provides details on traversing, vertical control, earthworks computations, and references textbooks on surveying.More from gisproject (6)
OSM for Conservation
OSM for Conservationgisproject
油
仂从仄亠仆 仂仗亳于舒亠 仗仂亠从 OpenStreetMap (OSM) 亟仍 仂仂弍仂 仂舒仆磳仄 仗亳仂亟仆 亠亳仂亳亶 (丐) 于 丱舒从仂于亠, 从仂仂亶 舒仂于舒仍 于 2004 亞仂亟 亳 仗亳于仍亠从 仄仆仂亢亠于仂 舒仆亳从仂于. 仆 仂于亠舒亠 亠舒仍亳亰仂于舒仆仆亠 仗仂亠从, 舒亟亳仂亳 仗仂仍亰仂于舒亠仍亠亶 亳 亳仆仄亠仆 亟仍 仂亰亟舒仆亳 亳 亳仗仂仍亰仂于舒仆亳 亞亠仂亞舒亳亠从亳 亟舒仆仆. 仆仂于仆亠 仗亠亳仄亠于舒 OSM 亟仍 丐 于从仍ﾑ舒ﾑ 仗亳于仍亠亠仆亳亠 于仂仍仂仆仂于, 仗仂亟亟亠亢从舒 仂仂弍亠于舒 亳 亟仂仗 从 亞仂仂于仄 亳仆仄亠仆舒仄.QGIS Plugins
QGIS Pluginsgisproject
油
仂从仄亠仆 仂仗亳于舒亠 舒亳亠仆亳 亟仍 QGIS, 亳 舒仆仂于从 亳 亟亠仄仂仆舒亳 仆从亳亶, 仂仆仂于舒仆仆 仆舒 亠亰仍舒舒 亠仄亳仆舒舒 '弌 亳 亰舒仗仂于亠亟仆亠 亠亳仂亳亳'. QGIS 亰舒仂亟亳仍 于 2002 亞仂亟, 亠 仗仂 仗仂亠仍 仆亠从仂仍从仂 亰仆舒亳亠仍仆 仂弍仆仂于仍亠仆亳亶, 舒仆仂于 仍亳亟亠仂仄 亠亟亳 仂从 弌. 仂从仄亠仆 舒从亢亠 仗仂仄亳仆舒亠 仆舒仍亳亳亠 仗仂亟亟亠亢从亳 仂仂弍亠于仂仄 仗仂仍亰仂于舒亠仍亠亶 亳 亟仂仗仆仂亶 亟仂从仄亠仆舒亳亳.ArcGIS for Mobile
ArcGIS for Mobilegisproject
油
仂从仄亠仆 仂仗亳于舒亠 仗仍舒仂仄 ArcGIS 亳 亠 仄仂弍亳仍仆亠 仗亳仍仂亢亠仆亳, 仗亠亟仆舒亰仆舒亠仆仆亠 亟仍 舒弍仂 亞亠仂亟舒仆仆仄亳 亳 从舒舒仄亳. 亳于仂亟亳 亳仂亳 从仂仄仗舒仆亳亳 Esri 亳 仂仆仂于仆亠 从仂仄仗仂仆亠仆 ArcGIS, 于从仍ﾑ舒 ArcGIS Online 亳 舒亰仍亳仆亠 仄仂弍亳仍仆亠 仗亳仍仂亢亠仆亳. 丐舒从亢亠 舒仄舒亳于舒ﾑ 仗仂亠 仂亰亟舒仆亳, 仗舒于仍亠仆亳 亳 舒仆舒仍亳亰舒 亞亠仂亟舒仆仆 于 仗仂仍亠于 仍仂于亳.Introduction to ArcCatalog
Introduction to ArcCataloggisproject
油
仂从仄亠仆 仗亠亟舒于仍磳 仂弍仂亶 从仂于仂亟于 仗仂 亳仗仂仍亰仂于舒仆亳 仗亳仍仂亢亠仆亳 ArcGIS Desktop 亟仍 仗舒于仍亠仆亳 仗仂舒仆于亠仆仆仄亳 亟舒仆仆仄亳. 仆亠仄 仂仗亳舒仆 亟仂仗仆亠 仂仗亠舒亳亳 亳 亳仆仄亠仆, 舒从亳亠 从舒从 仗仂于仂亟仆亳从 亳 arctoolbox, 舒 舒从亢亠 仄亠仂亟 舒弍仂 仗仂舒仆于亠仆仆仄亳 亳 舒亳弍亳于仆仄亳 亟舒仆仆仄亳. 仆仂于仆仂亠 于仆亳仄舒仆亳亠 亟亠仍亠仆仂 舒亰仍亳仆仄 仆从亳仂仆舒仍仆仄 于仂亰仄仂亢仆仂礆, 仗仂亰于仂仍ﾑ亳仄 仗仂仍亰仂于舒亠仍 亠从亳于仆仂 仗舒于仍 亳 舒仆舒仍亳亰亳仂于舒 亞亠仂仗仂舒仆于亠仆仆亠 亟舒仆仆亠.Large Scale Landscape Mapping
Large Scale Landscape Mappinggisproject
油
亠仍亳从仂仄舒舒弍仆亠 从舒仂亞舒于舒仆仆 亰亳从仂-亞亠仂亞舒仆亳 仄亠亢, 仂弍仍亠仄亳 从舒仂亞舒, 丱舒从于, 2007.Open Geodata
Open Geodatagisproject
油
仂从仄亠仆 仂弍亢亟舒亠 仂从亠 亞亠仂亟舒仆仆亠, 亳 仂仄舒, 亳仆仄亠仆 亟仂仗舒 亳 亳仗仂仍亰仂于舒仆亳亠 于 舒亰仍亳仆 仂弍仍舒, 于从仍ﾑ舒 仂弍亠亞亠仂亞舒亳亠从亳亠 亳 亠仄舒亳亠从亳亠 亟舒仆仆亠. 亳于亠亟亠仆 仗亳仄亠 仗仍舒仂仄, 仗弍仍亳从舒亳亶 亳 亟仂仗仆 亳仂仆亳从仂于 亞亠仂亞舒亳亠从仂亶 亳仆仂仄舒亳亳, 舒 舒从亢亠 舒仄舒亳于舒ﾑ 于仂亰仄仂亢仆仂亳 舒弍仂 亳仄亳 亟舒仆仆仄亳. 丐舒从亢亠 仗仂仄亳仆舒ﾑ 舒亰仍亳仆亠 亠仆仂仍仂亞亳亳, 舒从亳亠 从舒从 SRTM 亳 ASTER, 亳 亳 仗亳仄亠仆亠仆亳亠 亟仍 仂亰亟舒仆亳 亳仂于 仄仂亟亠仍亠亶 亠仍亠舒.Ad
GIS Day 2010
- 1. What is GIS? What can we do with GIS? Page 1 Ievgeniia Luchnykova, InteticsGeo Co. GIS Day 2010, Private Boiko School
- 2. What is GIS? Geographic Information Systems Page 2
- 3. 鞄岳岳沿://姻顎.敬庄一庄沿艶糸庄温.看姻乙/敬庄一庄/亠仂亞舒亳 Geographic 亳仆于亳 亠仂亞舒亳亠从亳亠 丿从仂仍舒 从仂仂亟亳仆舒 50.030属 36.253属 丿亳仂舒 亅从于舒仂 仂仍亞仂舒 亠仂亞舒亳 Page 3
- 4. 仍ﾐ頴委 亳仆仂仄舒亳 仂 仗亠亟仄亠舒 亳 Information 磦仍亠仆亳 仗仂亳 于 亳仆仂仄舒亳 亳仄亠亠 仗亳于磶从 从 仄亠 舒亰于舒仆亳: 于仂 仄亠仂舒仗仂仍仂亢亠仆亳亠 仂于亞仂仂亟从舒, 舒舒仄亠: 丐亠从 舒于仍仂于从舒, 于仂舒, 弌舒仍仂于从舒 亟亳舒仄亠, 亳亳仆舒, 仂于亠仍舒, 仂仆亠, 于亠, 仄 亠仄仗亠舒舒, 从仂仂 仂仆亳从亳 亳仆仂仄舒亳亳 弌仂亳仄仂 仍亞 亳 舒 仂于舒仂于 舒仆仆亠 亟亳舒仆亳仂仆仆仂亞仂 亰仂仆亟亳仂于舒仆亳 个仂仂 亳亟亠仂 舒仆仆亠 仗仂仍亠于 亳仍亠亟仂于舒仆亳亶 Page 4
- 5. GPS Global Positioning System Page 5
- 6. System 舒仆仆亠 仂亞舒仄仄仆仂亠 仂弍亠仗亠亠仆亳亠 GIS 弌 亠仂亟 仂弍舒弍仂从亳 亟舒仆仆 仂仄仗ﾑ亠 ﾐ莞 Page 6
- 7. 弍仍舒亳 亳仗仂仍亰仂于舒仆亳 GIS 舒亟仂仂亳亠仍于仂 亠仄仍亠仂亶于仂 亳亠从舒 Page 7
- 8. 弍仍舒亳 亳仗仂仍亰仂于舒仆亳 GIS 仂仄仄仆舒仍仆亠 仍亢弍 Page 8
- 9. 弍仍舒亳 亳仗仂仍亰仂于舒仆亳 GIS 亳亰仆亠 Page 9
- 10. 弍仍舒亳 亳仗仂仍亰仂于舒仆亳 GIS 丐舒仆仗仂 Page 10
- 11. 弍仍舒亳 亳仗仂仍亰仂于舒仆亳 GIS 弍仂仂仆舒 Page 11
- 12. 弍仍舒亳 亳仗仂仍亰仂于舒仆亳 GIS 亠仂仍仂亞亳 Page 12
- 13. 弍仍舒亳 亳仗仂仍亰仂于舒仆亳 GIS 亅从亠仆仆亠 仍亢弍 Page 13
- 14. 弍仍舒亳 亳仗仂仍亰仂于舒仆亳 GIS 弌亠仍从仂亠 仂亰磺于仂 亠仆仂亠 仂亰磺于仂 Page 14
- 15. 弍仍舒亳 亳仗仂仍亰仂于舒仆亳 GIS 丐亳亰仄 Page 15
- 16. Page 16