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Analysis of environmental flow requirements for macroinvertebrates in a creek affected by urban drainage (Prague metropolitan area, Czech Republic)

机译:分析受城市排水影响的小河中大型无脊椎动物的环境流量需求(捷克首都大都市区)

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摘要

The habitat suitability index and environmental flow requirements were assessed for ten species of macroinvertebrates in a 2 km length section of the urban Boti creek (average flow 0.4 m(3) s(-1)) in Prague. Boti creek has been affected by two combined sewer overflows (CSO). Spring, summer and fall seasonal environmental flow requirements were identified using the Physical HABitat SIMulation System (PHABSIM) approach for the whole macroinvertebrate community: Spring - optimal flow 0.32-0.38 m(3) s(-1), minimal flow 0.20-0.21 m(3) s(-1) and maximal acceptable flow 0.91-0.93 m(3) s(-1); Summer - optimal flow 0.42-0.45 m(3) s(-1), minimal flow 0.19-0.21 m(3) s(-1) and maximal acceptable flow 0.95-1.00 m(3) s(-1); Fall - optimal flow 0.38-0.48 m(3) s(-1), minimal flow 0.22-0.23 m(3) s(-1) and maximal acceptable flow 0.95-0.98 m(3) s(-1). The seasonal variability of environmental flow for all three categories is approximately 10%. Environmental flow requirements of the studied species and their life stages vary with depth, velocity and bottom substratum. Due to inflow from the CSOs, the optimal and maximal acceptable flow are not maintained and the maximal flow is exceeded by more than twice its value. Although the Instream Flow Incremental Methodology (IFIM) was primarily designed for large impounded rivers, the study proved its applicability in small streams affected by urbanization and urban drainage.
机译:在布拉格Boti小河2公里长的区域(平均流量0.4 m(3)s(-1))中,对十种大型无脊椎动物的栖息地适应性指数和环境流量要求进行了评估。 Boti Creek受两个下水道溢流(CSO)的影响。使用物理HABitat模拟系统(PHABSIM)方法确定了整个大型无脊椎动物群落的春季,夏季和秋季季节性环境流量要求:春季-最佳流量0.32-0.38 m(3)s(-1),最小流量0.20-0.21 m (3)s(-1)和最大可接受流量0.91-0.93 m(3)s(-1);夏季-最佳流量0.42-0.45 m(3)s(-1),最小流量0.19-0.21 m(3)s(-1)和最大可接受流量0.95-1.00 m(3)s(-1);下降-最佳流量0.38-0.48 m(3)s(-1),最小流量0.22-0.23 m(3)s(-1)和最大可接受流量0.95-0.98 m(3)s(-1)。所有这三个类别的环境流量的季节性变化约为10%。被研究物种及其生命阶段的环境流量要求随深度,速度和底部基质而变化。由于来自CSO的流入,无法保持最佳和最大可接受流量,并且最大流量超出其值的两倍以上。尽管河流量增量方法(IFIM)主要是为大型蓄水河设计的,但该研究证明了其在受城市化和城市排水影响的小河中的适用性。

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