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Progress in technology for the 2005 height determination of Qomolangma Feng (Mt. Everest) 被引量:2
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作者 CHEN Junyong1,2, YUAN Janli1,2, GUO Chunxi1,2, ZHANG Yanping1 & ZHANG Peng1,2 1. State Bureau of Surveying and Mapping, Beijing 100830, China 2. School of Geodesy and Geomatics, Wuhan University, Wuhan 430079, China 《Science China Earth Sciences》 SCIE EI CAS 2006年第5期531-538,共8页
In 2005 China carried out a new geodetic campaign for the height determination of Qo- molangma Feng——Mt. Everest (QF in short). The technical progresses in geodesy for the 2005 campaign are presented in the paper. G... In 2005 China carried out a new geodetic campaign for the height determination of Qo- molangma Feng——Mt. Everest (QF in short). The technical progresses in geodesy for the 2005 campaign are presented in the paper. GPS positioning was the key technique in the campaign. After summarizing the experiences and lessons of the GPS positioning on the QF summit in the previous QF height determination campaigns, some measures were taken to raise the accuracy and reliability of the height determination with GPS techniques. In order to raise the accuracy of the height deter- mination of the QF summit with classical geodetic techniques, laser ranging was used together with the trigonometric levelling in the 2005 campaign. It is the first time in China the thickness of the ice-snow layer on the QF summit was measured by ground penetrating radar integrated with GPS. The local gravity field and geoid in the QF area was improved on the basis of earth gravity field model integrated with new ground gravity data, DTM data and GPS leveling data in the QF area. In the 2005 campaign the normal height and orthometric height (height above sea level) of the snow surface of the QF summit were obtained as 8846.67 m and 8847.93 m respectively. The orthometric height of the rock surface of the QF summit is 8844.43 m,and the thickness of the ice-snow layer on the QF summit is 3.50 m. 展开更多
关键词 Qomolangma feng mt. everest HEIGHT determination GPS GRAVITY field ground PENETRATING radar.
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中国的珠峰高程测定 被引量:4
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作者 陈俊勇 《科技导报》 CAS CSCD 2006年第5期8-11,共4页
20世纪60年代以来,我国曾单独或与外国合作,在1966年、1975年、1992年、1998年、1999年和2005年对珠穆朗玛峰高程进行了6次测定,开展了大规模的大地测量外业作业、数据处理和科学研究。介绍了我国近40年来珠峰高程测定的成果和进展,其... 20世纪60年代以来,我国曾单独或与外国合作,在1966年、1975年、1992年、1998年、1999年和2005年对珠穆朗玛峰高程进行了6次测定,开展了大规模的大地测量外业作业、数据处理和科学研究。介绍了我国近40年来珠峰高程测定的成果和进展,其中重点介绍了最新的2005年我国对珠穆朗玛峰高程测定的进展。相对于以前的珠峰测高,2005年在珠峰以北地区的地面控制和珠峰高程测定中,采用了较大规模和精密的GPS三维定位技术,采用了雷达探测技术测定珠峰峰顶冰雪覆盖层的深度,提高了测量珠峰高程和探测峰顶冰雪覆盖层深度的精度和可靠性。由此测得珠峰峰顶雪面正高(海拔高)为8847.93m,珠峰峰顶岩面正高为8844.43m,珠峰峰顶相应点的冰雪层厚度为3.50m。 展开更多
关键词 珠穆朗玛峰 高程测量 雷达测深
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