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Groundwater Flow Determination Using an Interval Parameter Perturbation Method

机译:区间参数摄动法确定地下水流量

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Groundwater flow simulation often inevitably involves uncertainty, which has been quantified by a host of methods including stochastic methods and statistical methods. Stochastic methods and statistical methods face great difficulties in applications. One of such difficulties is that the statistical characteristics of random variables (such as mean, variance, covariance, etc.) must be firstly obtained before the stochastic methods can be applied. The dilemma is that one is often unclear about such statistical characteristics, given the limited available data. To overcome the problems met by stochastic methods, this study provides an innovative approach in which the hydrogeological parameters and sources and sinks of groundwater flow are represented by bounded but uncertain intervals of variables called interval of uncertainty variables (IUVs) and this approach is namely the interval uncertain method (IUM). IUM requires only the maximum and minimum values of the variable. By utilizing the natural interval expansion, an interval-based parametric groundwater flow equation is established, and the solution of that equation can be found. Using a hypothetical steady-state flow case as an example, one can see that when the rate of change is less than 0.2, the relative error of this method is generally limited to less than 5%; when the rate of change is less than 0.3, the relative error of this method can be kept within 10%. This research shows that the proposed method has smaller relative errors and higher computational efficiency than the Monte Carlo methods. It is possible to use this method to analyze the uncertainties of groundwater flow when it is difficult to obtain the statistical characteristics of the hydrogeological systems. The proposed method is applicable in linear groundwater flow system. Its validity in nonlinear flow systems such as variably saturated flow or unconfined flow with considerable variation of water table will be checked in the future.
机译:地下水流模拟通常不可避免地涉及不确定性,不确定性已通过包括随机方法和统计方法在内的许多方法进行了量化。随机方法和统计方法在应用中面临很大的困难。其中的困难之一是必须先获得随机变量的统计特征(例如均值,方差,协方差等),然后才能应用随机方法。难题是,鉴于可用数据有限,人们通常不清楚这种统计特征。为克服随机方法遇到的问题,本研究提供了一种创新方法,其中用有界但不确定的变量区间(称为不确定性区间(IUVs))来表示地下水地质参数以及地下水流的源和汇。区间不确定法(IUM)。 IUM仅需要变量的最大值和最小值。通过利用自然间隔扩展,建立了基于间隔的参数化地下水流方程,并找到了该方程的解。以假设的稳态流动情况为例,可以看到,当变化率小于0.2时,此方法的相对误差通常限制在5%以下;当变化率小于0.3时,该方法的相对误差可保持在10%以内。研究表明,与蒙特卡罗方法相比,该方法具有较小的相对误差和较高的计算效率。当难以获得水文地质系统的统计特征时,可以使用这种方法来分析地下水流量的不确定性。该方法适用于线性地下水流系统。未来将检查其在非线性流量系统中的有效性,例如可变饱和流量或地下水位变化很大的无限制流量。

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