{"title":"Seamless study from diploma to doctorate at RMIT","authors":"Maic MISAust Norm Edwards BAppSc, Maic MISAust Greg Ellis BSurv, Maic Noel Archdall CertSurvDraft. Ttic","doi":"10.1080/00050326.1995.10441707","DOIUrl":"https://doi.org/10.1080/00050326.1995.10441707","url":null,"abstract":"Abstract Currently there are moves in vocational education circles towards “articulation” of educational programs, and towards enhanced “credit transfer” between programs to permit the facilitation of seamless education. This paper outlines the structures in place in surveying education at RMIT to provide seamless education at all post-secondary levels.","PeriodicalId":222452,"journal":{"name":"The Australian Surveyor","volume":"7 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2012-07-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"116754558","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Tom H Turner contract surveyor 1854–1918","authors":"Alan J Middleton L.S.M.I.S.Aust.","doi":"10.1080/00050326.1999.10441917","DOIUrl":"https://doi.org/10.1080/00050326.1999.10441917","url":null,"abstract":"Abstract Tom H Turner was a member of the well-known family of Contract Surveyors descended from Thomas Turner of Augusta, WA and Victoria. He was responsible for the subdivision into Mallee Blocks during the late 19th century of 5 million acres of northwestern Victoria and must rank as one of the most resolute and tough Crown surveyors of the era. His best known survey is that of the 36 parallel of Latitude South across Victoria's Big Desert. This paper is a tribute to Tom H Turner's part in the development of the Wimmera and Mallee regions.","PeriodicalId":222452,"journal":{"name":"The Australian Surveyor","volume":"42 1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2012-07-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"123659974","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Improvements under mistake in title","authors":"John S. Cook BSurv, Ba, BEcon, Fis Aust., Ls","doi":"10.1080/00050326.1994.10441619","DOIUrl":"https://doi.org/10.1080/00050326.1994.10441619","url":null,"abstract":"Abstract This study looks at what can be done as a matter of public policy when a person erects a substantial improvement wholly on a land parcel under a genuine but mistaken belief that he or she possesses a proper legal right to do so. Such mistaken belief often arises from flaws in title or errors in identifying land parcels or boundaries. These errors create a different problem from ‘encroachment’ where a substantial building or structure straddles a land boundary and is thus only partly on the wrong land. A surveyor is often the first professional person to confirm that a mistake has occurred and may be well placed to assist in resolving the problem satisfactorily.","PeriodicalId":222452,"journal":{"name":"The Australian Surveyor","volume":"39 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2012-07-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"123537855","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"The evolution of land tenure in the Kingdom of Tonga","authors":"B. T. P. T. S. L. M. Itc","doi":"10.1080/00050326.1994.10441632","DOIUrl":"https://doi.org/10.1080/00050326.1994.10441632","url":null,"abstract":"Abstract Economic resources in Tonga are scarce, and its population is growing at an unprecedented rate. Productive resources are being threatened with irreversible depletion due to population pressures and laissez-faire land use control. As the first stage in the development of an automated Land Information System (LIS) to aid in the administration of land tenure and management of the environment and natural resources in Tonga, the authors provide a description of the history and geography of the country, with particular reference to its people, their relationship with the land and the evolution of their land tenure system.","PeriodicalId":222452,"journal":{"name":"The Australian Surveyor","volume":"21 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2012-07-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"127871901","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"The measurement of distance","authors":"S. E. R. Hon.F.I.S.Aust.","doi":"10.1080/00050326.1973.10440667","DOIUrl":"https://doi.org/10.1080/00050326.1973.10440667","url":null,"abstract":"Abstract Radical changes in the technique of distance measurement followed the introduction of long steel ribands, made possible in 1863 by Chesterman's patented process of treating continuous steel strip. Gunter's linked chains, which had been in use for over 250 years, were replaced by steel tapes up to 10 chains in length, with dramatic improvements in the speed and accuracy of surveys. These developments were not well documented, but as far as can be determined from the available information, they occurred quite independently in several countries almost simultaneously.","PeriodicalId":222452,"journal":{"name":"The Australian Surveyor","volume":"48 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2012-07-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"125175136","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"The training of surveyors","authors":"A.M.I.E.Aust.","doi":"10.1080/00050326.1938.10436585","DOIUrl":"https://doi.org/10.1080/00050326.1938.10436585","url":null,"abstract":"Abstract The reason for reopening this rather hackneyed but extremely important subject is as follows:","PeriodicalId":222452,"journal":{"name":"The Australian Surveyor","volume":"45 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2012-06-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"126564077","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"A calendar of the development of surveying","authors":"A. Eng, Mis Aust.","doi":"10.1080/0005-0326.1967.10440021","DOIUrl":"https://doi.org/10.1080/0005-0326.1967.10440021","url":null,"abstract":"","PeriodicalId":222452,"journal":{"name":"The Australian Surveyor","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2012-06-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"130640430","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Geophysical Prospecting in Australia","authors":"J. M. R. B.Sc.","doi":"10.1080/00050326.1933.10436291","DOIUrl":"https://doi.org/10.1080/00050326.1933.10436291","url":null,"abstract":"Abstract THE EARTH RESISTIVITY METHOD There are several earth resistivity methods, but the one to be described was developed for purposes of pure scientific research by Gish and Rooney of the Carnegie Institution of Washington. It is designed simply to measure the mean resistivity of the ground in any locality. It might be thought that the problem could be approached by driving two iron stakes into the ground, applying a difference of potential to them and measuring the current that passes. Certainly, the resistance of something is measured in this way, but most of it is found to arise from the contact of the iron stakes with the ground. Hence, this procedure was long ago abandoned, and a more elaborate technique developed.","PeriodicalId":222452,"journal":{"name":"The Australian Surveyor","volume":"43 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2012-06-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"123220751","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Two-dimensional resection: A survey of analytical techniques","authors":"I. M. Hassan","doi":"10.1080/00050326.2002.10441954","DOIUrl":"https://doi.org/10.1080/00050326.2002.10441954","url":null,"abstract":"In land and hydrographic surveying cases frequently arise when it is needed to fix the position of a new point by observing the directions to three or more control points. This problem is well known as the two-dimensional resection or three- point problem. In this paper existing analytical solutions for this problem are reviewed. Solutions are classified into five categories according to mathematical principles. The procedure of each solution is briefly explained and each formula is given in a form ready for computer programming. From each category one solution has been selected to be programmed to allow comparison with other solutions as far as computer storage capacity.","PeriodicalId":222452,"journal":{"name":"The Australian Surveyor","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2002-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"131209739","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Integrated technologies -the next generation of solutions for the surveying profession","authors":"A. Kealy","doi":"10.1080/00050326.2001.10441943","DOIUrl":"https://doi.org/10.1080/00050326.2001.10441943","url":null,"abstract":"For the practicing surveyor, the availability of the Global Positioning System (GPS) has offered distinct advantages over traditional methods of surveying in terms of efficiency, accuracy and consequently cost effectiveness. For many surveyors however, the limitation imposed on the system when operating in areas with partial or complete obscuration of the sky, is a significant disadvantage to its reliability and practical use. With the trend here in Australia towards developing regional GPS base station networks, the next generation of surveying technology will definitely be based around satellite positioning systems. With plans underway for the development of a European satellite system that is independent of GPS but compatible with it, it is expected that by the year 2008 all elements of system integrity and positioning reliability will be met. Through practical case studies including “vehicle tracking” and “aboriginal rock art mapping” undertaken in Australia this paper highlights the limitations of cu...","PeriodicalId":222452,"journal":{"name":"The Australian Surveyor","volume":"193 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2001-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"131509267","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
京公网安备 11010802042870号
求助内容：
应助结果提醒方式：