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首页> 外文期刊>Journal of surveying engineering >Use of Airborne and Terrestrial Lidar to Detect Ground Displacement Hazards to Water Systems
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Use of Airborne and Terrestrial Lidar to Detect Ground Displacement Hazards to Water Systems

机译:使用机载和地面激光雷达来检测地面对水系统的危害

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摘要

We investigate the use of multiepoch airborne and terrestrial lidar to detect and measure ground displacements of sufficient magnitude to damage buried pipelines and other water system facilities that might result, for example, from earthquake or rainfall-induced landslides. Lidar scans are performed at three sites with coincident measurements by total station surveying. Relative horizontal accuracy is evaluated by measurements of lateral dimensions of well defined objects such as buildings and tanks; we find misfits ranging from approximately 5 to 12 cm, which is consistent with previous work. The bias and dispersion of lidar elevation measurements, relative to total station surveying, is assessed at two sites: (1) a power plant site (PP2) with vegetated steeply sloping terrain; and (2) a relatively flat and unvegetated site before and after trenching operations were performed. At PP2, airborne lidar showed minimal elevation bias and a standard deviation of approximately 70 cm, whereas terrestrial lidar did not produce useful results due to beam divergence issues and inadequate sampling of the study region. At the trench site, airborne lidar showed minimal elevation bias and reduced standard deviation relative to PP2 (6-20 cm), whereas terrestrial lidar was nearly unbiased with very low dispersion (4-6 cm). Pre- and posttrench bias-adjusted normalized residuals showed minimal to negligible correlation, but elevation change was affected by relative bias between epochs. The mean of elevation change bias essentially matches the difference in means of pre- and posttrench elevation bias, whereas elevation change standard deviation is sensitive to the dispersion of individual epoch elevations and their correlation coefficient. The observed lidar bias and standard deviations enable reliable detection of damaging ground displacements for some pipelines types (e.g.. welded steel) but not all (e.g., concrete with unwelded, mortared joints).
机译:我们研究了使用多时期机载和地面激光雷达来检测和测量足够大的地面位移,以损坏地下管线和其他水系统设施,这些设施可能是由地震或降雨诱发的滑坡造成的。激光雷达扫描是通过全站仪测量在三个地点同时进行测量的。相对水平精度是通过测量明确定义的物体(例如建筑物和水箱)的横向尺寸来评估的;我们发现失配范围大约为5到12厘米,这与以前的工作一致。相对于全站仪测量,激光雷达高程测量的偏差和离散度在以下两个地点进行评估:(1)植被坡度陡峭的发电厂地点(PP2); (2)进行挖沟作业前后,地面相对平坦且没有植被。在PP2,机载激光雷达显示出最小的仰角偏差和大约70 cm的标准偏差,而地面激光雷达由于光束发散问题和研究区域的采样不足而无法产生有用的结果。在沟渠位置,相对于PP2(6-20厘米),机载激光雷达显示出最小的仰角偏差并减少了标准偏差,而地面激光雷达几乎没有偏差,分散度非常低(4-6厘米)。战前和战后偏差调整后的归一化残差显示极小到可忽略的相关性,但海拔变化受历元之间的相对偏差影响。高程变化偏差的平均值基本上与海沟前后高程偏差的平均值相匹配,而高程变化标准偏差对各个时期高程的离散度及其相关系数敏感。观察到的激光雷达偏差和标准偏差可以可靠地检测某些类型的管道(例如焊接的钢)损坏的地面位移,但不是全部(例如具有未焊接的砂浆接头的混凝土)。

著录项

  • 来源
    《Journal of surveying engineering》 |2009年第3期|113-124|共12页
  • 作者单位

    Civil & Environmental Engineering Dept., Univ. of California, Los Angeles, 5731 Boelter Hall, Los Angeles, CA 90095;

    Civil Engineer, Dept. of Water and Power, City of Los Angeles, 111 N. Hope St., Rm. 1368, Los Angeles, CA 90051-0100;

    Research Engineer, United States Geological Survey, 345 Middlefield Rd., MS999, Mcnlo Park, CA 94025-3591;

    Dept. of Geography, Salisbury Univ., 1101 Camden Ave., Salisbury, MD 21801;

    Research Engineer, United States Geological Survey, 345 Middlefield Rd., Menlo Park, CA 94025-3591;

    Civil Engineer, Dept. of Water and Power, City of Los Angeles, 111 N. Hope St., Rm. 1368, Los Angeles, CA 90051-0100;

    Cornell Univ., School of Civil and Environmental Engineering, 273 Hollister Hall, Ithica. NY 14853;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    aerial surveys; differential settlement; land surveys; landslides; lasers; water pipelines;

    机译:航测;差异结算土地调查;滑坡激光自来水管道;

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