Impacts of impervious surface on watershed hydrology: A review
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...Shuster et al. (2005) cite studies by Wibben (1976) which calculated the average ratio of DCIA to TIA to be 0.22, Miller (1979) which reported a ratio of 0.14, and Dinicola (1989) which reported a ratio of approximately 0.60 for high density residential housing....
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...Shuster et al. (2005) defined EIA as impervious areas that are hydraulically connected to a drainage system (e.g. streets with gutters that are sewered to an outfall)....
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314 citations
Cites background from "Impacts of impervious surface on wa..."
...Hydrologists have long recognised that conventional stormwater drainage is the dominant driver of urban-induced hydrologic changes [7,8,14], leading ecologists to posit the importance of such systems in driving the ecological degradation of urban stream ecosystems [9]....
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References
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"Impacts of impervious surface on wa..." refers background in this paper
...1995, Norgaard 1995), which combine to affect ecosystems and their organizational hierarchies (Scheffer et al. 2001)....
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...A threshold is formed from a complex of abiotic and biotic stressors (Klein 1979, Arrow et al. 1995, Norgaard 1995), which combine to affect ecosystems and their organizational hierarchies (Scheffer et al. 2001)....
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2,949 citations
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...Roads not only concentrate flows, but can also increase the velocity of these flows, which can furthermore elongate low-order sub-basins, increasing the effective length of a stream channel network (Montgomery 1994, Forman and Alexander 1998, Nakamura et al. 2000)....
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...Some examples of urbanization processes include: increasing surface area of road networks (Forman and Alexander 1998, Forman 2000, Jones et al. 2000); fragmentation and drainage of wetlands (Hopkinson and Day 1980, Mitsch and Gosselink 1986); decreasing drainage capacity (Hicks and Larson 1997)…...
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2,087 citations
"Impacts of impervious surface on wa..." refers background in this paper
...2001), with particular emphasis on base flows (Simmons and Reynolds 1982, Arnold and Gibbons 1996, Smakhtin 2001), and change in channel morphology (Hammer 1973, Hollis and Luckett 1976, Robinson 1976, Nanson and Young 1981). The majority of research in establishing a threshold impervious surface area has been directed towards the assessment of ecosystem response to a change in watershed hydrology. For example, more frequent and increased peak discharge of runoff events may be used as a proxy for ecosystem-level disturbance regimes. Therefore, the effects of urbanization involve not only impacts on site hydrology and geomorphology, but also aquatic ecosystems. This focus is exemplified by Schueler (1994), who proposed that percent catchment impervious surface classifies stream drainages into one of three aquatic ecosystem management categories: ‘stressed’ at 1 – 10% impervious cover; ‘impacted’ at 11 – 25% impervious cover; and ‘degraded’ at 26 – 100 percent impervious cover....
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...A threshold is formed from a complex of abiotic and biotic stressors (Klein 1979, Arrow et al. 1995, Norgaard 1995), which combine to affect ecosystems and their organizational hierarchies (Scheffer et al. 2001). In much the same way, urbanization reapportions water resources among the different pools of the hydrologic cycle, where runoff events are significantly more frequent, potential evapotranspiration is altered and at the expense of a decreased role of natural soil-water detention and storage components in regulating runoff production. There is some evidence of threshold behavior in studies of urban hydrologic phenomena. Thresholds were identified as breaks in slope along watershed runoff double-mass curves constructed by Simmons and Reynolds (1982), which indicated successive transient equilibrium periods whereby stream morphology adjusted to the hydrologic effects of correspondent urban growth phases....
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...A threshold is formed from a complex of abiotic and biotic stressors (Klein 1979, Arrow et al. 1995, Norgaard 1995), which combine to affect ecosystems and their organizational hierarchies (Scheffer et al. 2001). In much the same way, urbanization reapportions water resources among the different pools of the hydrologic cycle, where runoff events are significantly more frequent, potential evapotranspiration is altered and at the expense of a decreased role of natural soil-water detention and storage components in regulating runoff production. There is some evidence of threshold behavior in studies of urban hydrologic phenomena. Thresholds were identified as breaks in slope along watershed runoff double-mass curves constructed by Simmons and Reynolds (1982), which indicated successive transient equilibrium periods whereby stream morphology adjusted to the hydrologic effects of correspondent urban growth phases. Neller (1988) showed that channel adjustments in response to urban development took five years to come to equilibrium, which is close to the four-year interval predicted by Hammer (1972)....
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...2001), with particular emphasis on base flows (Simmons and Reynolds 1982, Arnold and Gibbons 1996, Smakhtin 2001), and change in channel morphology (Hammer 1973, Hollis and Luckett 1976, Robinson 1976, Nanson and Young 1981). The majority of research in establishing a threshold impervious surface area has been directed towards the assessment of ecosystem response to a change in watershed hydrology. For example, more frequent and increased peak discharge of runoff events may be used as a proxy for ecosystem-level disturbance regimes. Therefore, the effects of urbanization involve not only impacts on site hydrology and geomorphology, but also aquatic ecosystems. This focus is exemplified by Schueler (1994), who proposed that percent catchment impervious surface classifies stream drainages into one of three aquatic ecosystem management categories: ‘stressed’ at 1 – 10% impervious cover; ‘impacted’ at 11 – 25% impervious cover; and ‘degraded’ at 26 – 100 percent impervious cover. These ranges are derived from several studies, each of which may have varied in their individual approach to determination of percent imperviousness and other analyses. Klein (1979) offered a preliminary estimate of 10% total imperviousness as a threshold for impacts on aquatic ecosystems, with ‘severe’ impacts developing at 30% watershed imperviousness. Booth and Jackson (1997) as well as Wang et al. (2001) note threshold effects at similar levels of effective impervious surface area (i....
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...2001), with particular emphasis on base flows (Simmons and Reynolds 1982, Arnold and Gibbons 1996, Smakhtin 2001), and change in channel morphology (Hammer 1973, Hollis and Luckett 1976, Robinson 1976, Nanson and Young 1981). The majority of research in establishing a threshold impervious surface area has been directed towards the assessment of ecosystem response to a change in watershed hydrology. For example, more frequent and increased peak discharge of runoff events may be used as a proxy for ecosystem-level disturbance regimes. Therefore, the effects of urbanization involve not only impacts on site hydrology and geomorphology, but also aquatic ecosystems. This focus is exemplified by Schueler (1994), who proposed that percent catchment impervious surface classifies stream drainages into one of three aquatic ecosystem management categories: ‘stressed’ at 1 – 10% impervious cover; ‘impacted’ at 11 – 25% impervious cover; and ‘degraded’ at 26 – 100 percent impervious cover. These ranges are derived from several studies, each of which may have varied in their individual approach to determination of percent imperviousness and other analyses. Klein (1979) offered a preliminary estimate of 10% total imperviousness as a threshold for impacts on aquatic ecosystems, with ‘severe’ impacts developing at 30% watershed imperviousness. Booth and Jackson (1997) as well as Wang et al. (2001) note threshold effects at similar levels of effective impervious surface area (i.e. 10 – 12% impervious surface area), for which base flows and aquatic systems were impacted, and highlighting the important role of effective impervious surface in the prediction of environmental and hydrologic impacts. In other studies, a minimum (as opposed to threshold) level of urbanization was shown to impact hydrology. Sauer et al. (1983) used a minimum value of 15% land use in commercial, industrial or residential development as a criterion for watershed selection in his study of urban flood characteristics. A similar criterion was employed by Walesh (1989) with reference to the British Road Research Laboratory approach to determining runoff volume in urban catchments; and this method considers directly connected impervious surface only. Through largely statistical analyses on field data, several researchers have found that certain types of urbanization had no discernable effects on peak-flows or floods (Wibben 1976, Dudley et al. 2001). Despite a 161% increase in watershed imperviousness from 1.3 to 3.5% in a 34 km(2) catchment located in southern Maine, Dudley et al. (2001) found that there was no significant change in peak flows, duration of recessions and hydrograph shape....
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1,555 citations