共查询到18条相似文献,搜索用时 125 毫秒
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对跨河水准测量和跨海高程传递三角高程测量的观测方法和数据处理进行了比较.简单介绍了4处跨海高程传递测区的概况,并提出一种针对“光段差互差”的评估方法.对4处跨海点三角高程实测数据进行质量分析和平差计算,结果表明:除实验区外,跨海三角高程测量的偶然中误差可以达到二等水准测量的精度;数据质量分析结果表明,满足二等水准限差的外业观测数据的有效率为50%左右;满足三等水准限差的数据有效率为90%左右. 相似文献
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特长跨海大桥安全监测方法的研究 总被引:2,自引:0,他引:2
在特长跨海大桥施工定位与安全监测工作中经常遇到难以克服的困难,为此人们不得不借助于RTKGPS技术.当然,跨海大桥的安全监测问题单纯利用RTK GPS技术是远远不够的,因为跨海大桥安全监测的精度要求远远高于施工定位,不采取一定的技术措施很难实现对跨海大桥运营安全的有效监测.为了较好地解决特长跨海大桥的安全监测问题,笔者与科研小组结合实践提出了通过合理布设三维控制基准系统实施跨海大桥运营安全有效监测的想法,三维控制基准系统的构建应综合考虑投影问题、网形结构问题、施测方法问题,结合我国目前在建的几座跨海大桥论述了跨海大桥安全监测三维控制基准系统构建的基本设计思路. 相似文献
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利用三角高程代替一等跨河水准的可行性研究 总被引:2,自引:0,他引:2
从三角高程测量的计算公式出发,提出了保证测量精度的一些有效措施,从理论上论证了在一定条件下,用三角高程测量可以达到一等水准测量的精度要求。然后在工程实践中分别用两种测量方法进行施测,并进行平差改正与精度分析,结果表明:只要采取一定的措施,用三角高程代替一等跨河水准测量,不仅能保证测量精度,而且可以提高工作效率。 相似文献
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近年来全世界范围内船撞桥事故时常发生,尤其是大型跨海桥梁,对其进行合理的船撞桥风险评估逐渐成为桥梁安全运营的重要保障之一。通过对近年国内外船撞桥案例调研分析,确定了影响事故的多重因素,建立包括4个二级风险评价指标和18个三级指标的层次化评价指标体系,并运用层次分析(AHP)法和熵权法,对各评价指标进行主客观综合赋权,明确各个风险因素对船舶撞击的重要性程度,基于模糊数学理论对船撞桥风险进行多层次综合评判。以浙江省舟山朱家尖跨海大桥为工程背景,结合该桥某年船舶通航统计数据,运用上述方法进行船撞桥风险评估,计算表明朱家尖跨海大桥平均风险评价值为4.22,属于可接受中风险水平,并提出了相应的风险控制对策及措施。 相似文献
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Route height connection across the sea by using the vertical deflections and ellipsoidal height data
Distance between the main land and island is so long that it is very difficult to precisely connect the height datum across the sea with the traditional method like the trigonometric leveling,or it is very expensive and takes long time to implement the height transfer with the geopotential technique.We combine the data of GPS surveying,astro-geodesy and EGM2008 to precisely connect the orthometric height across the sea with the improved astronomical leveling method in the paper.The Qiongzhou Strait is selected as the test area for the height connection over the sea.We precisely determine the geodetic latitudes,longitudes,heights and deflections of the vertical for four points on both sides across the strait.Modeled deflections of the vertical along the height connecting routes over the sea are determined with EGM2008 model based on the geodetic positions and heights of the sea segmentation points from DNSC08MSS model.Differences of the measured and modeled deflections of the vertical are calculated at four points on both sides and linearly change along the route.So the deflections of the vertical along the route over the sea can be improved by the linear interpolation model.The results are also in accord with those of trigonometirc levelings.The practical case shows that we can precisely connect the orthometric height across the Qiongzhou Strait to satisfy the requirement of order 3 leveling network of China.The method is very efficient to precisely connect the height datum across the sea along the route up to 80 km. 相似文献
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Tingjin Liu Honghao Huang Zhenrui Yan Xinwei Tang Hongyuan Liu 《Marine Georesources & Geotechnology》2020,38(7):786-803
AbstractThe Zhanjiang Bay Sea-crossing Tunnel is the first phase of an ambitious plan of the Golden Triangle Economic Zone in southwestern China and passes underneath the deepest artificial shipping channel with the highest level in Asia. The tunnel is a world-record extralong and small-diameter corridor constructed using an uninterrupted single-end shield tunneling method in subsea soft ground under ultrahigh hydraulic pressure for water conveyance. This case study first highlights the engineering challenges of constructing the sea-crossing shield tunnel in subsea soft ground under ultrahigh hydraulic pressure. A series of key techniques are then investigated and some innovations are proposed to address the engineering challenges in the following four key aspects of the sea-crossing shield tunneling process: (a) optimal design of segmental linings; (b) adaptive reformation of the shield machine; (c) structural construction of deep vertical shafts; and (d) supporting techniques of long-distance advancing. On the basis of the field monitoring and numerical analyses, it is concluded that the implemented key techniques ensure the successful management and control of the engineering challenges in terms of optimizing the segmental lining, selecting the shield machine and constructing the vertical working shaft during the sea-crossing shield tunneling process with limited geological investigation data available under submarine conditions. 相似文献