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Analytical methods for ecosystem resilience: A hydrological investigation

机译:生态系统复原力的分析方法:水文调查

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摘要

[1] In recent years a number of papers have quantitatively explored multiple steady states and resilience within a wide range of hydrological systems. Many have identified multiple steady states by conducting simulations from different initial state variables and a few have used the more advanced technique of equilibrium or limit cycle continuation analysis to quantify how the number of steady states may change with a single model parameter. However, like resilience investigations into other natural systems, these studies often omit explanation of these fundamental resilience science techniques; rely on complex numerical methods rather than analytical methods; and overlook use of more advanced techniques from nonlinear systems mathematics. In the interests of wider adoption of advanced resilience techniques within hydrology, and advancing resilience science more broadly, this paper details fundamental methods for quantitative resilience investigations. Using a simple model of a spatially lumped unconfined aquifer, one and two parameter continuation analysis was undertaken algebraically. The shape of each steady state attractor basin was then quantified using Lyapunov stability curves derived at a range of precipitation rates, but was found to be inconsistent with the resilience behavior demonstrated by stochastic simulations. Most notably, and contrary to standard resilience concepts, the switching between steady states from wet or dry periods (and vice versa) did not occur by crossing of the threshold between the steady states. It occurred by exceedance of the two steady-state domain, producing a counterclockwise hysteresis loop. Additionally, temporary steady states were identified that could not have been detected using equilibrium continuation with a constant forcing rate. By combining these findings with the Lyapunov stability curves, new measures of resilience were developed for endogenous disturbances to the model and for the recovery from disturbances exogenous to the model.
机译:[1]近年来,许多论文在广泛的水文系统中定量地探索了多个稳态和弹性。许多人通过从不同的初始状态变量进行仿真来识别多个稳态,而少数人则使用了更先进的平衡或极限循环连续分析技术来量化单个模型参数如何改变稳态数。但是,就像对其他自然系统的复原力研究一样,这些研究通常会省略对这些基本复原力科学技术的解释。依靠复杂的数值方法而不是分析方法;并忽略了非线性系统数学中更先进的技术的使用。为了在水文学中广泛采用先进的回弹技术,并更广泛地推进回弹科学,本文详细介绍了定量回弹研究的基本方法。使用空间集中的无限制含水层的简单模型,以代数方式进行了一个和两个参数的连续性分析。然后,使用在一系列降水速率下得出的Lyapunov稳定性曲线对每个稳态吸引器盆地的形状进行量化,但发现与随机模拟显示的回弹行为不一致。最值得注意的是,与标准弹性概念相反,在潮湿或干燥时段的稳态之间进行切换(反之亦然)并不是通过跨越稳态之间的阈值来进行的。它是由于超出两个稳态域而产生的,从而产生了逆时针的磁滞回线。另外,还确定了使用恒定持续强迫率的平衡连续无法检测到的临时稳态。通过将这些发现与Lyapunov稳定性曲线相结合,针对模型的内源性干扰以及从模型中的外源性干扰中恢复的问题,开发了新的恢复力度量。

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  • 来源
    《Water resources research》 |2012年第10期|W10531.1-W10531.16|共16页
  • 作者单位

    Department of Infrastructure Engineering, University of Melbourne, Melbourne, Vic 3010, Australia;

    Department of Infrastructure Engineering, University of Melbourne, Melbourne, Victoria, Australia;

    Climate and Water Division, Bureau of Meteorology, Melbourne, Victoria, Australia;

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