Carr M M, Gold A C, Harris A, Anarde K, Hino M, Sauers N, Da Silva G, Gamewell C, Nelson N G
Department of Biological and Agricultural Engineering North Carolina State University Raleigh NC USA.
Environmental Defense Fund Raleigh NC USA.
Geohealth. 2024 Apr 23;8(4):e2024GH001020. doi: 10.1029/2024GH001020. eCollection 2024 Apr.
Inundation of coastal stormwater networks by tides is widespread due to sea-level rise (SLR). The water quality risks posed by tidal water rising up through stormwater infrastructure (pipes and catch basins), out onto roadways, and back out to receiving water bodies is poorly understood but may be substantial given that stormwater networks are a known source of fecal contamination. In this study, we (a) documented temporal variation in concentrations of spp. (ENT), the fecal indicator bacteria standard for marine waters, in a coastal waterway over a 2-month period and more intensively during two perigean spring tide periods, (b) measured ENT concentrations in roadway floodwaters during tidal floods, and (c) explained variation in ENT concentrations as a function of tidal inundation, antecedent rainfall, and stormwater infrastructure using a pipe network inundation model and robust linear mixed effect models. We find that ENT concentrations in the receiving waterway vary as a function of tidal stage and antecedent rainfall, but also site-specific characteristics of the stormwater network that drains to the waterway. Tidal variables significantly explain measured ENT variance in the waterway, however, runoff drove higher ENT concentrations in the receiving waterway. Samples of floodwaters on roadways during both perigean spring tide events were limited, but all samples exceeded the threshold for safe public use of recreational waters. These results indicate that inundation of stormwater networks by tides could pose public health hazards in receiving water bodies and on roadways, which will likely be exacerbated in the future due to continued SLR.
由于海平面上升(SLR),潮汐对沿海雨水管网的淹没现象十分普遍。潮汐水通过雨水基础设施(管道和集水池)上升到道路上,再回流到受纳水体所带来的水质风险尚不清楚,但鉴于雨水管网是已知的粪便污染源,这种风险可能很大。在本研究中,我们(a)记录了某沿海航道两个月内以及在两次近地点大潮期间更密集时段的海洋水域粪便指示菌标准——粪大肠菌群(ENT)浓度的时间变化,(b)测量了潮汐洪水期间道路洪水中的ENT浓度,以及(c)使用管网淹没模型和稳健线性混合效应模型,将ENT浓度变化解释为潮汐淹没、前期降雨量和雨水基础设施的函数。我们发现,受纳航道中的ENT浓度随潮汐阶段和前期降雨量而变化,同时也受排水至该航道的雨水管网特定场地特征的影响。潮汐变量显著解释了航道中实测的ENT差异,然而,径流导致受纳航道中的ENT浓度更高。两次近地点大潮事件期间道路上洪水的样本有限,但所有样本均超过了娱乐用水安全的公共使用阈值。这些结果表明,潮汐对雨水管网的淹没可能会对受纳水体和道路造成公共卫生危害,由于海平面持续上升,未来这种危害可能会加剧。