Invited reviewGlobal sediment yields from urban and urbanizing watersheds
Introduction
In our rapidly urbanizing societies, urban streams are becoming increasingly valued for the products and services they provide to humans (fresh water, food, waste disposal), as well as their intrinsic and biodiversity values. However, they are subject to extensive and severe impacts from human use and land use changes, a problem that is encountered globally and known as ‘the urban stream syndrome’(Walsh et al., 2005a). With more than half the world's population now living in urban areas, and with urban populations growing at 2.1% per year (The World Bank, 2014), the degradation of waterways through urbanization has never been greater. Stream restoration is now a multi-billion dollar effort worldwide, with the cost of stream restoration in the US alone exceeding a billion U.S. dollars a year (Palmer et al., 2007).
It has long been recognized that channel morphology is a function of discharge and sediment supply (Mackin, 1948). In the context of urban development, flow regime disturbance has been widely studied as a key driver of the degradation of streams (Booth, 1991, Hammer, 1972, Wolman, 1967), and the role of sediment regime change is receiving increased recognition (Fletcher et al., 2014, O'Driscoll et al., 2010, Vietz et al., 2016, Vietz et al., 2015, Wohl et al., 2015). This dual disturbance of both the flow and sediment regime is analogous to the role of dams in sediment trapping and channel change that has been well understood for several decades (Petts and Gurnell, 2005).
The prevailing and widely-used model of sediment supply from urban watersheds is based on the ‘cycle of urbanization’ (Fig. 1) proposed 50 years ago by Wolman (1967). The three stages described include: a stable or equilibrium condition waterway with a forested or agricultural watershed and modest sediment yields; a period of construction, when bare soil is exposed and sediment yield rapidly rises, and a final stage where the watershed is dominated by urban land cover, streams are stabilized and buried in pipes, and sediment yield further declines to values as low as or lower than in the initial equilibrium stream. The sediment response under established urbanization was represented with particular uncertainty as indicated by the dashed line. Uncertainty was also indicated for forest yields, highlighting the difficulty of measuring or inferring pre-agricultural conditions in areas with a long history of agricultural development.
Very little work has tested or built on this conceptual model, despite recognition of the impact of sediment regime disturbance on morphology and condition of streams in urban watersheds (Bledsoe and Watson, 2001, Chin, 2006, Paul and Meyer, 2001, Vietz et al., 2014). In particular, studies of sediment regimes of established urban watersheds are limited (Chin, 2006). Urbanization impacts on sediment load are highly variable (Vietz et al., 2015), and the question of whether there is a globally ‘common’ response is yet to be thoroughly investigated.
Opportunities for addressing the ‘urban stream syndrome’ (Walsh et al., 2005b) are greatly limited without understanding sediment supply from urban watersheds. Stream characteristics such as bed complexity, hydraulic diversity and the presence of bars and benches, for example, are reliant on sediment and these characteristics, in turn, contribute to the ecological condition of streams. Better understanding sediment supply to streams in urban watersheds may reveal the need for management measures that consider sediment regime restoration alongside activities that address flow regime and water quality (Vietz et al., 2014, Wohl et al., 2015).
Section snippets
Scope of review
Measured sediment yields from almost fifty published studies were summarized across a range of urban and non-urban land-uses. This information is provided as Table S1 in the supplementary material. We first summarized background yields, covering forested and agricultural watersheds, to provide an indication of watershed yields prior to the initiation of urbanization. Secondly, we collated sediment yields from newly urbanizing watersheds and those undergoing construction, and where available,
Summary of published sediment yield data
Summary statistics for the collated sediment yield data are presented in Table 2 (suspended and total yield) and Table 3 (bedload yield).
Conceptual model: quantifying sediment yields in urbanizing and urban watersheds
The summarized findings of the literature spanning half a century since the model of Wolman (1967) allow us to quantify sediment yield for land use changes from forest to established urban (Fig. 2). Summarized rates of sediment yield from forested, agricultural and urban construction phases from the literature over the last 50 years correspond well with the model of Wolman, which sits within the middle two quartiles of the summarized data. Wolman's postulated urban sediment yield, however, sits
Sources of sediment in urban watersheds
Given that a large proportion of the land surface in urban watersheds is stabilized and sealed, the higher sediment yield than background levels raises the question of where the elevated sediment loads may be coming from.
A major and widely-documented sediment source is channel erosion, which is a common response to altered urban flow conditions (Chin, 2006), and can supply excess sediment to downstream areas. A notable example is San Diego Creek in southern California, where stream channel
Conclusion
The reported sediment yields from urbanizing and urban watersheds collated and summarized for this study have demonstrated that suspended and total sediment yields are likely to greatly increase in watersheds under urbanization, then decline, but remain elevated above background conditions once fully urban land cover is established. While these findings have, in many respects, validated the model suggested by Wolman (1967), evidence from the literature suggest that Wolman's speculation that
Acknowledgments
The data reported in the paper are presented in the Supplementary materials. This work was funded by an Australian Postgraduate Award scholarship and the Melbourne Waterway Research Practice Partnership (http://mwrpp.org). Fletcher was supported by the Australian Research Council (FT100100144) during part of this study. The funding sources had no direct involvement in the study.
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