Elsevier

Journal of Hydrology

Volume 561, June 2018, Pages 413-426
Journal of Hydrology

Research papers
The impact of urbanization on subsurface flow paths – A paired-catchment isotopic study

https://doi.org/10.1016/j.jhydrol.2018.04.022Get rights and content

Highlights

  • Stable isotopes and baseflow recession characteristics were compared for baseflow in both a natural and an urban stream.

  • Forested baseflow was dominated by long transit times and an old, well-mixed source of water.

  • Urban baseflow was partly carried by rapid pathways, potentially of anthropogenic origins.

Abstract

Urbanization disturbs groundwater flow through the sealing of native soils with impervious surfaces and through modifications to the subsoil by constructed drainage and other infrastructure (trenches and excavations, e.g. water supply). The impact of these disturbances on groundwater contributions to urban streams (i.e. baseflow) is poorly understood. While high flows caused by impervious runoff to streams are a common focus of urban studies, the route taken by groundwater to become streamflow in urban landscapes is not generally considered. To assess the impact of urbanization on groundwater sources to streams, both rainfall and baseflow were sampled weekly for stable isotopes of water in two nearby streams—one draining a peri-urban catchment and the other draining a forested, natural catchment. In addition, to study the rate of groundwater discharge to the stream, monthly baseflow recession behavior was investigated. We found that baseflow in the forested catchment was constant in stable isotope values (δ18O = −5.73‰ ± 0.14‰) throughout the year. Monthly baseflow recession constants were close to 1 and had little variation (ranging 0.951–0.992), indicating a well-mixed groundwater store and long residence times. In contrast, the urban baseflow isotopic composition featured distinct seasonal variations (δ18O = −3.35‰ ± 1.20‰ from October to March and δ18O = −4.54‰ ± 0.43‰ from April to September) and high week-to-week variability in summer, reflecting a contribution of recent rainfall to baseflow. Recession constants were lower (ranging 0.727–0.955) with pronounced seasonal variations, suggesting shorter residence times and the likely presence of a variety of stores and pathways. These results provide evidence that the urban catchment has diversified groundwater pathways, and its groundwater storage is drained faster than that of the forested catchment. It highlights some of the subsurface hydrological consequences of urbanization. Restoring low-flow aspects of the flow regime through nature-mimicking stormwater management requires careful consideration of how the behavior of natural groundwater pathways can be restored or replicated using innovative stormwater control measures.

Introduction

Urbanization substantially modifies the water balance in catchments. The sealing of native soils with impervious surfaces causes surface runoff to increase, whilst decreasing evapotranspiration and infiltration. Flow pathways are modified, as the excess surface runoff is commonly routed directly to receiving waters via hydraulically efficient drainage systems (Burns et al., 2012). The dominance of surface flow paths and the complexity of groundwater systems has led to the overlooking of subsurface processes in urban catchments (Cizek and Hunt, 2013). In contrast, in non-urban, temperate catchments, subsurface pathways have been identified as dominant contributors to streamflow (Buttle, 1994, Tetzlaff et al., 2015). While the importance of subsurface waters to urban streams is increasingly apparent (Bhaskar and Welty, 2015, Gabor et al., 2017), understanding baseflow responses following urbanization is still very uncertain (Price, 2011, Bhaskar et al., 2015a), as reduced groundwater recharge caused by impervious surfaces(Barron et al., 2013, Braud et al., 2013) is countered by increased recharge through leakage from utilities (Lerner, 2002), and require a better understanding of processes.

The presence of drains, sewers, telecommunication and gas lines potentially impact shallow groundwater pathways. Fractured pipes can intercept groundwater flow (Wittenberg and Aksoy, 2010) and pipes are usually surrounded by highly permeable sand or gravel trenches which can become preferential flow pathways for groundwater and pollutants (Sharp et al., 2013). Conceptually identified as the ‘urban karst’ (Vázquez-Suñé et al., 2004, Kaushal and Belt, 2012), this network of large macropores can impact streams relying on shallow groundwater stores (Perera et al., 2013). This could also in theory accelerate the transport of infiltrated water, thus affecting groundwater discharge to streams and reducing subsurface storage (Bhaskar et al., 2015).

Streamflow at a given time is composed of a mix of water coming from past and new rainfall reaching the stream through a range of pathways. Rapid pathways include overland flow (Hewlett and Hibbert, 1967, McDonnell, 2009) and soil macropores (Sidle et al., 2001, Beven and Germann, 2013), while slower ones include the soil matrix or deeper groundwater flow paths (Perrin et al., 2003). Regional groundwater can be decades old, and produce old baseflow (Katsura et al., 2008, Kosugi et al., 2008). The time taken by rainfall to become streamflow (i.e. transit time) has been quantified using tracers (Maloszewski and Zuber, 1982, Maloszewski and Zuber, 1996, Etcheverry, 2002), such as the conservative stable isotopes of water. Catchment mean transit times can range from months to years in forested, natural catchments, (Vitvar et al., 2002, McGuire and McDonnell, 2006, McDonnell et al., 2010), primarily controlled by climate, topography, catchment shape and soil cover (McGlynn et al., 2003, McGuire et al., 2005, Rodgers et al., 2005). The role of vegetation and climate are variable. For example, vegetation cover was not found to be a primary driver of groundwater residence time in the Europeans Alps (Mueller et al., 2013). In contrast, evapotranspiration rates during recharge periods are thought to control mean transit times in the Australian Alps (Cartwright and Morgenstern, 2015); and can also control the rate of groundwater discharge to streams (Tallaksen, 1993, Wittenberg, 2003).

Urbanization accelerates the transport of water to the stream, due to the contribution of rapid impervious drainage. In a study of temperate, wet Scottish catchments, Soulsby et al. (2014) found a total streamflow (i.e. including impervious runoff) Mean Transit Time (MTT) of around 10 days, 1 year, 2–3 years and 4 years, for, respectively, 100%, 63%, 13% and 0% urbanized catchments, respectively. In the same part of the world, Soulsby et al. (2015) confirmed the result by comparing an urban catchment with a MTT of 171 days against 456 days for a non-urban stream. McGrane et al. (2014) compared transit times in eight catchments (ranging in area between 104 and 488 km2), but anthropogenic factors such as storage, groundwater abstraction and runoff disturbed the isotopic signal and caused the observations not to be considered reliable.

The catchment-scale impact of urbanization on the baseflow MTT has rarely been quantified in field studies. Burns et al. (2005) quantified baseflow transit times across a gradient of urbanization in low density catchments (0.38–0.56 km2 with land-use ranging from non-developed to 11.1% imperviousness) but did not observe differences between catchments (MTT of around 30 weeks). Their findings could be related to the very low level of disturbances in the urban catchments. They did observe that the non-developed catchment had higher subsurface storage, but whether this was due to land-use or soil characteristics is unknown. Quantifying how groundwater travels in the urban environment is important: doing so could help in the management of groundwater contaminants which pose a threat to urban water quality (Roy and Bickerton, 2012, Gabor et al., 2017). It could also improve the effectiveness of stormwater infiltration as large investments are made worldwide on stormwater infiltration structures (Moura et al., 2007; Melbourne Water, 2013, Blecken et al., 2015), without yet a strong understanding of the fate of infiltrated stormwater.

This study aims to improve our understanding of the complexity of ‘urban hydrogeology’ (Schirmer et al., 2013). We investigate the impacts of low-density urbanization on groundwater pathways and baseflow using a hydrologically paired-catchment approach. We hypothesize that urbanization creates multiple, poorly mixed stores, connected by a shallow network of preferential groundwater flow paths, leading to a more rapid transfer of rainfall to the stream in comparison to the flow pathways in an undisturbed catchment. To test this hypothesis, two sub-humid streams - one in a forested catchment and the other in an urban catchment – were studied through two research questions:

  • How does urbanization impact groundwater mixing processes and the source of baseflow? A sampling campaign of stable isotopes (18O and 2H) in both rainfall and baseflow was conducted in both catchments to investigate sources (old water/recent water) of baseflow. The forested baseflow had a stable isotopic composition while the urban baseflow isotopic composition reflected contribution of recent water.

  • How does urbanization impact the timing of groundwater discharge to streams? Recession hydrographs characteristics were calculated to investigate residence and transit time of baseflow in both catchments. The forested baseflow was dominated by long transit times while the urban baseflow had shorter transit times.

Section snippets

Study catchments

Two streams, Lyrebird Creek (hereafter referred to as the forested stream) and Little Stringybark Creek (urban stream), were selected. Both are located east of Melbourne, Australia (Fig. 1) and share the same geology (Vandenberg, 1997): Devonian felsic igneous bedrock which has weathered into clayey soils. In the urban catchment, saturated hydraulic conductivities average ∼10−6 m s−1 (measured at the surface and at 0.5 m deep at several locations across the catchment with air-entry

Methods

We compared baseflow processes in both catchments in two ways:

  • Stable isotopes in rainfall and baseflow were collected and their variations across a year studied to inform about mixing of groundwater and the relative contribution of old and recent water to baseflow.

  • Monthly baseflow recession coefficients were calculated and the mean transit time of baseflow was approximated to gain an insight into the residence and transit times of baseflow.

Rainfall stable isotopes

The isotopic composition of rainfall in both catchments was highly seasonal and variable from week to week (Fig. 5, Panel A, Table 1). From April to September (winter), rainfall δ18O averaged −4.71 ‰in the urban catchment (weekly standard deviation σ of 2.05‰, 15 samples) and -3.93‰ in the forested catchment (σ = 1.21‰, 5 samples). From October to March (summer), rainfall was less depleted, as δ18O averaged -1.98‰ in the urban catchment (σ = 2.50‰, 28 samples) and –1.34‰ in the forested

Contribution of well-mixed groundwater to baseflow

In the forested catchment, homogeneous stable isotopes in baseflow and recession constants close to 1 with little seasonal variation, suggest that the groundwater store is well-mixed and dominated by long residence times. Baseflow is predominantly made of water stored for a long time in the catchment (Fig. 9, Panel A). This is a result that has been observed internationally (Vitvar et al., 2005), and is consistent with studies from nearby south-east Australian catchments that observed very old

Conclusions and further research

In order to test the hypothesis that urbanization alters stores and pathways draining shallow groundwater, two nearby streams with similar catchment characteristics were analyzed: their baseflow isotopic composition as well as their monthly baseflow recession constants were compared. Baseflow in a forested catchment was found to be composed of mostly winter recharge, to have a very stable isotopic composition and recession constants close to 1, reflecting long transit times and a high mixing of

Acknowledgements

The authors are very grateful to Peter Poelsma and Robert James for providing high quality streamflow data. J. Bonneau is supported by a studentship funded by Melbourne Water. T.D. Fletcher is funded by ARC Fellowship LP130100295. The authors show appreciation to four anonymous reviewers who greatly contributed, individually and collectively, to the improvement of this manuscript. Parks Victoria is thanked for the research permit that allowed sampling within a National Park.

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