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利用综合水文-水动力-生境模拟方法确定河流的环境流量。

Determination of environmental flows in rivers using an integrated hydrological-hydrodynamic-habitat modelling approach.

机构信息

Laboratory of Applied Hydraulics, Department of Water Resources and Environmental Engineering, School of Civil Engineering, National Technical University of Athens, Iroon Polytechniou 5, 15780, Athens, Greece; Institute of Hydraulic and Water Resources Engineering, Technical University of Munich, 80334, Munich, Germany.

Laboratory of Applied Hydraulics, Department of Water Resources and Environmental Engineering, School of Civil Engineering, National Technical University of Athens, Iroon Polytechniou 5, 15780, Athens, Greece.

出版信息

J Environ Manage. 2018 Mar 1;209:273-285. doi: 10.1016/j.jenvman.2017.12.038. Epub 2018 Jan 4.

Abstract

We propose the novel integrated modelling procedure 3H-EMC for the determination of the environmental flow in rivers and streams; 3H-EMC combines Hydrological, Hydrodynamic and Habitat modelling with the use of the Environmental Management Classes (EMCs) that are defined by the Global Environmental Flow Calculator. We apply 3H-EMC in the Sperchios River in Central Greece, in which water abstractions for irrigation cause significant environmental impacts. Calculations of the hydrodynamic-habitat model, in which the large and the small chub are the main fish species, suggest discharge values that range from 1.0 m/s to 4.0 m/s. However, hydrological modelling indicates that it is practically difficult to achieve discharges that are higher than approximately 1.0-1.5 m/s. Furthermore, legislation suggests significantly lower values (0.4-0.5 m/s) that are unacceptable from the ecological point of view. This behaviour shows that a non-integrated approach, which is based only on hydrodynamic-habitat modelling does not necessarily result in realistic environmental flows, and thus an integrated approach is required. We propose the value of 1.0 m/s as the "optimum" environmental flow for Sperchios River, because (a) it satisfies the habitat requirements, as expressed by the values of weighted useable area that are equal to 2180 and 1964 m for the large and small chub, respectively, and correspond to 82 and 95% of their respective maximum values, (b) it is consistent with the requirements of Environmental Classes A and B, whose percentiles are higher than 75% for discharge (77.2%) and for habitat availability (>83.5% for the large chub and >85.0% for the small chub), (c) it is practically achievable from the hydrological point of view, and (d) it is higher than the value proposed by the Greek legislation. The proposed modelling approach can be applied to any river or stream using the same or similar modelling tools, which should be linked via suitable coupling algorithms.

摘要

我们提出了一种新的综合建模方法 3H-EMC,用于确定河流和溪流的环境流量;3H-EMC 将水文、水动力和生境建模与环境管理类(EMCs)的使用相结合,这些 EMCs 是由全球环境流量计算器定义的。我们在希腊中部的斯佩尔基奥斯河上应用了 3H-EMC,该河流的灌溉取水对环境造成了重大影响。对水动力-生境模型的计算表明,大银鮈和小银鮈是主要的鱼类物种,建议的流量范围为 1.0 m/s 至 4.0 m/s。然而,水文建模表明,实际上很难实现高于约 1.0-1.5 m/s 的流量。此外,立法建议的流量值(0.4-0.5 m/s)明显低于从生态角度来看不可接受的值。这种行为表明,仅基于水动力-生境建模的非综合方法不一定会导致现实的环境流量,因此需要采用综合方法。我们提出 1.0 m/s 的值作为斯佩尔基奥斯河的“最佳”环境流量,因为 (a) 它满足栖息地要求,大银鮈和小银鮈的加权可用面积值分别等于 2180 和 1964 m,分别达到其最大值的 82%和 95%,(b) 它与环境类别 A 和 B 的要求一致,其百分位数高于 75%的流量(77.2%)和生境可用性(大银鮈>83.5%,小银鮈>85.0%),(c) 从水文角度来看是可行的,以及 (d) 高于希腊立法提出的值。该建模方法可以应用于任何河流或溪流,使用相同或类似的建模工具,并通过适当的耦合算法进行链接。

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