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JC METHOD FOR UNCERTAINTY ANALYSIS IN EVALUATION OFGROUNDWATERALLOWABLE WITHDRAWAL

机译:JC方法在地下水可抽水评估中的不确定性分析

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摘要

Calculation of groundwater allowable withdrawal is the key task of evaluating groundwater resources. However, thernprecise amount of groundwater allowable withdrawal is under uncertainties associated with the real values of the parameters andrnsimplification of mathematical model. The traditional deterministic method of water balance evaluation has a number of limitations,rnand the risk associated with the results is overwhelming. In this study, JC method which is an improvement method of first-orderrnsecond-moment is used in determining the groundwater allowable withdrawal for the well field in Jining City, Shandong Province,rnChina. First, this method transforms the non-normal distribution of random variables to the normal distribution, and then employs arnFirst-Order Taylor series expansion to combine model sensitivity with uncertainty in the design check point. Based on the sensitivityrnanalysis carried out, transmissivity, coefficient of leakage, and the gradient and head difference between deep confined aquifer andrnshallow phreatic aquifer are chosen as the random variables in the research area and their distributions are considered as lognormalrnand normal distribution, respectively. Using the JC method, the reliability of groundwater allowable withdrawal and differentrngroundwater pumpage are analyzed with different probability density function. Results show that JC method in evaluation ofrnallowable groundwater withdrawal (GWAW) has higher reliability due to uncertainties considerations. An attempt is made to explainrnthe results and influence of variable parameters on the JC method.
机译:地下水可允许抽取量的计算是评估地下水资源的关键任务。但是,地下水可允许抽出量的精确度处于与参数的实际值相关的不确定性和数学模型的简化中。传统的确定性水平衡评估方法有很多局限性,与结果相关的风险是巨大的。在本研究中,JC方法是一阶二阶矩的改进方法,用于确定山东省济宁市井场的地下水允许采出量。首先,该方法将随机变量的非正态分布转换为正态分布,然后使用arnFirst-Order Taylor级数展开将模型敏感性与设计检查点中的不确定性结合起来。在进行敏感性分析的基础上,选择研究区域的深层承压含水层与浅层潜水含水层之间的透射率,渗漏系数以及梯度和水头差作为随机变量,并将其分布分别视为对数正态分布和正态分布。利用JC方法,以不同的概率密度函数分析了地下水允许抽取量和地下水抽取量的可靠性。结果表明,由于不确定因素的考虑,JC方法在地下水可采取量(GWAW)评估中具有较高的可靠性。试图解释结果和变量参数对JC方法的影响。

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