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Selective mechanisms for benthic water flux generation in coastal waters.

机译:沿海水底生水通量的选择性机制。

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Benthic water flux (qbf) is the rate of water flow across the bed of a water body, per unit area of bed. It is a component of the hydrologic cycle and a surface water--ground water interaction process. Benthic water flux is an important component of water, pollutant, and other constituent budgets. Several physical, chemical, and biological gradients drive qbf. This work has two objectives: (1) to develop analytical equations for qbf driven by: terrestrial hydraulic gradient (i), with Schwarz-Christoffel mapping and the Poisson integral formula for the half plane (compared with Bokuniewicz [1992]); pressure gradient forced by the ground water tidal prism (DeltaVˆgwtp), with a perturbation solution to a Darcy-based diffusion equation by Nielsen [1990] (compared with Li et al. [1999]); and pressure gradient forced by surface gravity waves, with extension of a boundary value solution by Reid and Kajiura [1957]; and (2) to use these equations to characterize qbf in four case studies: the Indian River Lagoon ( IRL), Florida; Great South Bay (GSB), New York; Lake Sallie, Minnesota; and the South Atlantic Bight (SAB).; The solution forced by i generates estimates that are between 27% and 323% of Bokuniewicz's [1980] observations in the GSB; between 40% and 127% of the observations of Martin et al. [2007] in the IRL; and bounds Lee's [1977] observations in Lake Sallie. The solution forced by DeltaVˆ gwtp explains 26% of Moore's [1996] observations in the SAB; and between 16% and 29% of the observations of Martin et al. [2007] in the IRL, assuming observations were taken during the discharge phase of the DeltaVˆgwtp cycle. The solution forced by surface gravity waves explains between 50% and 75% of the observations of Martin et al. [2002] in the IRL, assuming the Lee-type seepage meter is an asymmetrical device. Deviation of the percent of an observation that is explained by an analytical equation is a function of statistical error in the observational process, abstraction error in the generalization of a physical problem to a soluble mathematical form, and use of a single-process equation in a multi-process application.
机译:底栖水通量(qbf)是水在单位水床面积上流过水床的速率。它是水文循环和地表水与地下水相互作用过程的组成部分。底栖水通量是水,污染物和其他组成预算的重要组成部分。几个物理,化学和生物梯度驱动qbf。这项工作有两个目标:(1)开发由水力梯度驱动的qbf解析方程(i),具有Schwarz-Christoffel映射和半平面的Poisson积分公式(与Bokuniewicz [1992]比较); Nielsen [1990]对地下水潮汐棱镜(DeltaVgwtp)施加的压力梯度以及基于达西扩散方程的摄动解(与李等人[1999]相比);表面重力波施加的压力梯度和压力梯度,以及Reid和Kajiura [1957]提出的边界值解的扩展。 (2)在以下四个案例研究中使用这些方程式来描述qbf:佛罗里达州印度河泻湖(IRL);纽约大南湾(GSB);明尼苏达州的萨利湖;和南大西洋湾(SAB)。我强迫的解决方案产生的估计值介于Bokuniewicz [1980]在GSB中的观测值的27%至323%之间;占马丁等人观测值的40%至127%。 [2007]在IRL中;并限制了Lee [1977]在Sallie湖的观测。由DeltaVˆ gwtp强制执行的解决方案解释了Moore [1996]在SAB中的观察结果的26%。 Martin等人的观测值的16%至29%。 [2007]在IRL中,假设在DeltaVˆgwtp循环的放电阶段进行了观测。表面重力波强迫的解解释了Martin等人观测值的50%至75%。 [2002]在IRL中,假设Lee型渗漏计是一种非对称装置。由解析方程式解释的观测值的百分比偏差是观察过程中统计误差,将物理问题推广为可溶数学形式时的抽象误差以及在分析过程中使用单过程方程的函数。多进程应用程序。

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