易法楷. 限差内水准测量成果异常的判别[J]. 武汉大学学报 ( 信息科学版), 1986, 11(4): 57-63.
引用本文: 易法楷. 限差内水准测量成果异常的判别[J]. 武汉大学学报 ( 信息科学版), 1986, 11(4): 57-63.
Yi Fakai. On the Abnormality Discrimination of Levelling Measurements Within Tolerance[J]. Geomatics and Information Science of Wuhan University, 1986, 11(4): 57-63.
Citation: Yi Fakai. On the Abnormality Discrimination of Levelling Measurements Within Tolerance[J]. Geomatics and Information Science of Wuhan University, 1986, 11(4): 57-63.

限差内水准测量成果异常的判别

On the Abnormality Discrimination of Levelling Measurements Within Tolerance

  • 摘要: 如何更合理完善地制定一种判别测量成果质量的标准,是一个很有研究价值的课题。本文对在水准测量中用控制图表充实现行的固定限差法判别测量成果质量作了初步尝试,在统计检验原理的基础上,提出了判别限差内水准测量成果的三条准则。用极其简单、直观的控制图表,能对限差内的成果可能出现的异常及时作出判断。若以此监控水准测量生产,不仅方便可行,且能收到较好的经济效益,更重要的是对提高成果质量也大有裨益。

     

    Abstract: How to make a reasonable criterion to accept or reject measurements is a valuable research topic.The current fixed-tolerance-method,which is to reject the outliers and accept all the others,in fact,has quite a few disadvantages.Here,this paper tries to enrich this method with a control graph for discriminations of abnormal levelling measurements within tolerance,three criterions are summarized as follows: Criterion 1,although the points are within tolerance,the case in which a certain number successive points are close to the critical lines is to be judged abnormal; Criterion 2,although the points are within tolerance,the case in which over 5 successive points distribute at one side of the central line is to be judged abnormal; Criterion 3,although the points are within tolerance,the case in which over 5 suc-cessive points centre around the vicinity of the central line is to be judged abnormal. The above criterions are based on the principle of statistical test.This control-graph-method is so straightforward that we can decide in time what measurements are normal and what are not.For field levelling,this method is not only economical and feasible, but also of benefit to improving the quality of levelling. However,there are other problems to be solved.Such as,how to determine whe-ther the points are close to the critical lines or the central line,what the factors re-sulting in the abnormality exactly are,etc.these need further studying.Only so,is the method for the quality control of surveying being perfected.

     

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