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首页> 外文期刊>Journal of Hydrology >Modeling of stream-aquifer interaction: the embedded multireservoir model
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Modeling of stream-aquifer interaction: the embedded multireservoir model

机译:流-含水层相互作用建模:嵌入式多储层模型

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The structure of the stream-aquifer flow exchange solution, derived from the linear groundwater flow equation, reveals that stream-aquifer interaction can be conceptualized as the drainage of an infinite number of independent linear reservoirs. Discharge coefficients are the eigenvalues of an eigenproblem. This applies to any aquifer with linear behavior (i.e. linear response of head to stress), regardless of its heterogeneity, geometry, or boundary conditions. The eigenproblem can be analytically solved for homogeneous aquifers with simple geometry and boundary conditions. Numerical methods with spatial discretization of the aquifer domain are required for more complex conditions. Eigenfunctions (in the analytical case) or eigenvector matrices (for the spatially discretized problem) are preprocessed, condensing the stream-aquifer system performance. In most practical problems, stream-aquifer flow exchange can be accurately reproduced with few linear reservoirs. Applying the principle of superposition and solving the corresponding boundary-value problem, analytical solutions are derived for assessing the streamflow depletion rate induced by pumping on an aquifer of finite (rectangular) dimension. Simple and operative explicit state equations are obtained for both perfect and partial stream-aquifer hydraulic connection, which allow straightforward simulation of stream-aquifer interaction within conjunctive use management models. The results are compared with other analytical solutions for semi-infinite aquifers and numerical simulation, revealing that the impact of the lateral boundary on streamflow depletion assessment can be significant, which is in agreement with findings of previous works. The model also yields the baseflow recession of a streamflow hydrograph provided by the drainage of a non-stressed aquifer as the sum of time-dependent decaying exponentials, which represents the discharge from the linear reservoirs of the conceptualization. (c) 2005 Elsevier B.V. All rights reserved.
机译:从线性地下水流方程推导的流水—含水层交换解决方案的结构表明,流水—含水层的相互作用可以概念化为无数个独立线性储层的排水。放电系数是特征问题的特征值。这适用于具有线性行为(即水头对应力的线性响应)的任何含水层,无论其非均质性,几何形状或边界条件如何。对于具有简单几何形状和边界条件的均质含水层,可以通过本征问题进行解析。对于更复杂的条件,需要对含水层域进行空间离散的数值方法。对特征函数(在分析情况下)或特征向量矩阵(对于空间离散问题)进行预处理,从而浓缩了含水层系统的性能。在大多数实际问题中,只需很少的线性储层就可以准确地再现水-含水层的流量交换。应用叠加原理并解决相应的边值问题,导出了解析解,用于评估在有限(矩形)尺寸的含水层上抽水引起的水流枯竭率。对于完美的和部分的水-含水层水力连接,都获得了简单且可操作的显式状态方程,从而可以在联合使用管理模型中直接模拟水-含水层的相互作用。将结果与其他用于半无限含水层的分析解决方案进行了比较,并进行了数值模拟,结果表明,横向边界对流量枯竭评估的影响可能很大,这与先前的研究结果是一致的。该模型还产生了由无应力含水层的排水所提供的水流水位曲线的基流后退,这是随时间变化的衰减指数之和,代表了概念化线性油藏的流量。 (c)2005 Elsevier B.V.保留所有权利。

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