Using reference frames and the Global Positioning System (GPS) to produce control networks for spatial data /

absolute accuracy of 0.3 meter between projects, countries

Bibliographic Details
Main Author: Naismith, James Mozeney
Format: Thesis eBook
Language:English
Published: [Place of publication not identified] : [publisher not identified] ; 1998.
Subjects:
Online Access:Link to OAKTrust copy

MARC

Tag First Indicator Second Indicator Subfields
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035 |a (OCoLC)40494105 
040 |a TXA  |c TXA  |d UtOrBLW 
049 |a TXAM  |a TXAR 
099 |a 1998  |a Thesis  |a N35 
100 1 |a Naismith, James Mozeney. 
245 1 0 |a Using reference frames and the Global Positioning System (GPS) to produce control networks for spatial data /  |c by James Mozeney Naismith. 
264 1 |a [Place of publication not identified] :  |b [publisher not identified] ;  |c 1998. 
300 |a vii, 135 leaves :  |b illustrations, maps ;  |c 28 cm. 
336 |a text  |b txt  |2 rdacontent 
337 |a computer  |b c  |2 rdamedia 
338 |a online resource  |b cr  |2 rdacarrier 
500 |a "Major subject: Civil Engineering". 
500 |a Vita. 
502 |b M.S.  |c Texas A&M University  |d 1998. 
504 |a Includes bibliographical references: pages 91-94. 
520 |a absolute accuracy of 0.3 meter between projects, countries  
520 |a addressed. Of special interest are the short project times  
520 |a and continents. The problem of overlaying data has been  
520 |a and resulting cost savings over conventional methods.  
520 |a as registration points, are able to produce data with an  
520 |a can be included in data sets that cover entire countries.  
520 |a capture. Data collected using one set of control points may  
520 |a comprehensive, from setting initial control points to  
520 |a cover very large areas. Data obtained from the International  
520 |a datum and projections, and the use of existing data sets are  
520 |a details a procedure for setting base control points that  
520 |a distances has highlighted an existing problem with data  
520 |a establish control points anywhere in the world. Researchers  
520 |a gather spatial data on a scale that was, until recently, cost  
520 |a GPS Service for Geodynamics (IGS) is used in conjunction with  
520 |a or may not overlay data collected using another. This thesis  
520 |a presented. The project in Texas is the same size as the  
520 |a prohibitive. Projects that cover an area of a few hectares  
520 |a project in Azerbaijan, but on different continents. The  
520 |a project in Mali is much larger and has been the most  
520 |a reduced to the point that it is insignificant. Issues of  
520 |a Specific projects in Texas, Azerbaijan, and Mali are  
520 |a The ease at which point locations can be measured over large  
520 |a The Global Positioning System has enabled researchers to  
520 |a the International Terrestrial Reference Frame (ITRF) to  
520 |a training local researchers in data collection. 
520 |a utilizing these control points for base station locations or  
530 |a Also available online. 
530 |a Issued also on microfiche from Lange Micrographics. 
650 4 |a Major civil engineering. 
856 4 1 |u https://hdl.handle.net/1969.1/ETD-TAMU-1998-THESIS-N35  |z Link to OAKTrust copy  |t 0 
948 |a c:en 
999 |a MARS 
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952 f f |p noncirc  |a Texas A&M University  |b College Station  |c Cushing Memorial Library & Archives  |s cush tdrm  |d Cushing: Theses & Dissertations Microforms (Does not check out)  |t 0  |e 1998 Thesis N35  |h Other scheme  |i computer -- online resource 
952 f f |a Texas A&M University  |b College Station  |c Electronic Resources  |s www_evans  |d Available Online  |t 0  |e 1998 Thesis N35  |h Other scheme 
998 f f |a 1998 Thesis N35  |t 0  |l Available Online 
998 f f |a 1998 Thesis N35  |t 0  |l Cushing: Theses & Dissertations Microforms (Does not check out)