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首页> 外文学位 >THE COST OF ESTABLISHING HORIZONTAL GEODETIC SURVEY CONTROL ON REMONUMENTED PUBLIC LAND SURVEY CORNERS (MODELING, CADASTRE, GPS).
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THE COST OF ESTABLISHING HORIZONTAL GEODETIC SURVEY CONTROL ON REMONUMENTED PUBLIC LAND SURVEY CORNERS (MODELING, CADASTRE, GPS).

机译：建立收回的公共土地调查角的水平大地测量控制的成本（建模，CADASTRE，GPS）。

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摘要

A procedure is presented that selects the most economical and yet reliable method of establishing horizontal geodetic coordinates on remonumented public land survey corners.;The basic components of and justification for the multipurpose cadastre have been thoroughly discussed and outlined by several recent National Research Council reports. However, implementation guidance for specific jurisdictions was limited in these reports. The overall cost model should be an effective positioning technology selection tool for managers of evolving multi-purpose cadastres. This tool is applicable to any public land survey system area for which input data has been properly selected.;Specific 1983 public land survey corner positioning costs are generated for Dane and Rock Counties in Wisconsin and Washington County, Arkansas. The capabilities of the five different positioning technologies are outlined with respect to areawide control densification applications. The equipment purchase thresholds of these technologies were also investigated. For certain public land survey corner positioning applications the value of several existing horizontal geodetic survey control point densifications was found to be limited. Finally, several long term implications of modern positioning technology on evolving multipurpose cadastres are presented.;The implementation procedures associated with five horizontal geodetic control survey positioning technologies were modeled for cost. The Doppler satellite, inertial, high precision photogrammetry, Global Positioning System and ground surveying cost models were combined to form the overall horizontal geodetic control survey cost model. While applicable to almost any areawide control point network having uniformly spaced points, the overall cost model was primarily used to evaluate the costs associated with establishing control on remonumented public land survey corners. Establishing the geodetic positions of these corners may lead to an effective correlation of the legal property boundary overlay to the geodetic framework within a multipurpose cadastre.
机译：提出了一种程序，该程序选择了最经济，最可靠的方法来在重新征用的公共土地测量角上建立水平大地坐标。多功能地籍的基本组成部分和论据已经由美国国家研究委员会的几份最新报告进行了全面讨论和概述。但是，这些报告对特定司法管辖区的实施指南进行了限制。总体成本模型应该是不断发展的多功能地籍管理人员的有效定位技术选择工具。该工具适用于已正确选择输入数据的任何公共土地测量系统区域。1983年，威斯康星州的丹恩县和洛克县和阿肯色州的华盛顿县产生了特定的1983年公共土地测量角定位成本。针对区域控制致密化应用概述了五种不同定位技术的功能。还研究了这些技术的设备购买门槛。对于某些公共土地测量角定位应用，发现几个现有的水平大地测量控制点致密化的价值是有限的。最后，提出了现代定位技术对演化中的多地籍的长期影响。；为成本建模了与五种水平大地测量测绘定位技术相关的实现程序。多普勒卫星，惯性，高精度摄影测量，全球定位系统和地面测量成本模型相结合，形成了总体水平大地测量控制测量成本模型。虽然适用于几乎所有具有均匀间隔的点的区域性控制点网络，但总成本模型主要用于评估与对重新征集的公共土地测量角进行控制相关的成本。建立这些角的大地测量位置可能会导致合法属性边界叠加层与多用途地籍中的大地测量框架有效相关。

著录项

  • 作者

    CROSSFIELD, JAMES KENNETH.;

  • 作者单位

    The University of Wisconsin - Madison.;

  • 授予单位 The University of Wisconsin - Madison.;
  • 学科 Civil engineering.
  • 学位 Ph.D.
  • 年度 1984
  • 页码 272 p.
  • 总页数 272
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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