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Statistical analysis of time of water outflow on the soil surface after the failure of a buried water pipe

机译:埋水管失效后土壤面积水流出时间统计分析

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Descriptive and inferential statistics are two main methodologies used in statistical data analysis. Descriptive statistics summarize data sets obtained as a result of an experiment, whereas inferential statistics enables generalization of observed data properties on a larger population. The present article is the outcome of the statistical analysis of results of time measurements of water outflow on the soil surface after the failure of a buried water pipe during laboratory investigations. During each of the 28 experiment variants, the pipe under internal water pressure was intentionally damaged causing the leakage. The time between the moment of the breakage and the moment of the water outflow on the soil surface was measured. A pressure head in the pipe and a leak area were two parameters varying during investigations. The first part of the statistical analysis included calculations of a mean, a mode, quartiles, a range, a standard deviation, a dispersion, a skewness and an excess kurtosis for data obtained in laboratory investigations. The normality of the results distribution was verified with Kolmogorov-Smirnov tests - original and modified by Lilliefors as well as the Shapiro-Wilk test. Relationships between varying analysed time and parameters during investigations were estimated on the basis of the regression analysis. All needed parameters were calculated with the Statistica 12 (StatSoft, Inc.) and MS Excel software. Results of analyses enabled to determine average values of time for investigated conditions, necessary in further studies. Laboratory investigations indicated that higher pressure head in a pipe results in tendency of time of water outflow to be lower (as per expectations), but no regularity between time and the leak area was proved during the analysis.
机译:描述性和推理统计数据是统计数据分析中使用的两种主要方法。描述性统计摘要作为实验结果获得的数据集,而推动统计能够在更大的人口上实现观察到的数据属性的泛化。本文是在实验室调查期间埋入水管失效后,在埋入水管失效后,在土壤表面上的时间测量结果统计分析的结果。在28个实验变体中的每一个中,内部水压下的管道故意损坏导致泄漏。测量了破损时刻与土壤表面上的水流出的时刻之间的时间。管道中的压头和泄漏区域是在调查期间改变的两个参数。统计分析的第一部分包括计算在实验室研究中获得的数据的平均值,模式,四分位数,范围,标准偏差,分散,偏移和过量峰度。通过Kolmogorov-Smirnov试验验证了结果分布的正常性 - 由LipreieFors以及Shapiro-Wilk测试修改。在回归分析的基础上估计了调查期间不同分析时间和参数之间的关系。使用Statistica 12(Statsoft,Inc.)和MS Excel软件计算所有必需的参数。分析结果使能研究条件的平均时间值,进一步研究所必需的。实验室研究表明,管道中的较高压头导致水流出时间较低的时间(根据期望),但在分析期间,在分析期间证明了时间和泄漏区域之间的规律性。

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