热带河流-湿地系统水动力的年际变化:以厄瓜多尔Abras de Mantequilla湿地为例

IF 4.6 Q2 ENVIRONMENTAL SCIENCES
G. Alvarez-Mieles, Enrique Galecio Valdes, A. Mynett
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引用次数: 0

摘要

湿地对水文条件和人类活动的影响非常敏感。Abras de Mantequilla湿地(AdM)位于瓜亚斯河流域(厄瓜多尔西部)的中心,由于其在保护鸟类动物多样性方面的重要作用,于2000年被宣布为拉姆萨尔湿地。湿地还支持大量鱼类,包括特有物种。该地区有两个季节:(i)雨季(1月至5月);(ii)旱季(六月至十二月)。对于感兴趣的区域数据是稀缺的,水动力模型不存在。为了评估该湿地系统的水动力和淹没模式的年际变化,利用Delft3D软件套件建立了二维水动力模型。将当地知识与实地观察和专家启发相结合,构建适合该地区的模型。结果表明,Abras de Mantequilla是一个河流湿地系统,在水动力条件上经历了极端的变化,从枯水季的低水深和几乎停滞的条件,到雨季的非常动态的行为。淹没面积在5至27平方公里之间,水深在0.4至9米之间,流速在0.0至0.9米/秒之间。“新evo河”是湿地的主要入流,总体贡献率约为85-90%,在2月和3月达到峰值。数值示踪分析表明,湿地可分为上、中、低3个主要区域,中间区域停留时间较长。总的来说,根据数值水动力学模拟,有可能充分表明不同河流流入条件的相对重要性,以及从干旱年到极端潮湿年不同水文条件下的空间和时间淹没模式、速度和停留时间。此外,水动力模型为水质评价和初级生产动态等其他研究以及确定鱼类生境适宜性提供了基础。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Interannual variations in the hydrodynamics of a tropical river-wetland system: a case study for the Abras de Mantequilla wetland, Ecuador
Abstract Wetlands are sensitive to hydrological conditions and human influence. The Abras de Mantequilla wetland (AdM) located at the centre of the Guayas River Basin (Western Ecuador), was declared a Ramsar site (2000) due to its important role in the conservation of bird fauna diversity. The wetland also supports significant populations of fish, including endemic species. The area exhibits two seasons: (i) a wet season (January–May); and (ii) a dry season (June–December). For the area of interest data is scarce, and a hydrodynamic model did not exist. In order to evaluate the interannual hydrodynamics and inundation patterns variability of this wetland system, a 2D hydrodynamic model was developed using the Delft3D software suite. Local knowledge was combined with field observations and expert elicitation to construct an appropriate model for the area. Results show that the Abras de Mantequilla is a river-wetland system that experiences extreme variations in hydrodynamic conditions from low water depths and almost stagnant conditions during the dry season, to a very dynamic behaviour during the rainy season. The inundation area ranges between 5 to 27 km2, water depths vary from 0.4 to 9 m and flow velocities from 0.0 up to 0.9 m/s. The “Nuevo River” is the main inflow to the wetland, with an overall contribution of about 85–90%, with peak discharges during February and March. A numerical tracer analysis indicated that the wetland can be divided into three main areas (upper, middle and low), with higher residence times found in the middle area. Overall, based on numerical hydrodynamic simulations it was possible to obtain adequate indications of the relative importance of the different river inflow conditions, as well as spatial and temporal inundation patterns, velocities and residence times under hydrological conditions varying from dry to extremely wet years. Furthermore, the hydrodynamic model provides a basis for other studies such as water quality assessment and primary production dynamics, as well as for determining the habitat suitability for fish.
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