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Effects of urban development in the Puget Lowland, Washington, on interannual streamflow patterns: Consequences for channel form and streambed disturbance

机译:华盛顿州普吉特低地城市发展对年际流量模式的影响:河道形式和河床扰动的后果

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Recovery and protection of streams in urban areas depend on a comprehensive understanding of how human activities affect stream ecosystems. The hydrologic effects of urban development and the consequences for stream channel form and streambed stability were examined in 16 streams in the Puget Lowland, Washington, using three streamflow metrics that integrate storm-scale effects of urban development over annual to decadal timescales: the fraction of time that streamflow exceeds the mean streamflow (T_(Qmean)), the coefficient of variation of annual maximum streamflow (CV_(AMF)), and the fraction of time that streamflow exceeds the 0.5-year flood (T_(0.5)). Urban streams had low interannual variability in annual maximum streamflow and brief duration of frequent high flows, as indicated by significant correlations between road density and both CV_(AMF) and T_(0.5). The broader distribution of streamflow indicated by T_(Qmean) may be affected by urban development, but differences in T_(Qmean) between streams are also likely a result of other physiographic factors. The increase in the magnitude of frequent high flows due to urban development but not their cumulative duration has important consequences for channel form and bed stability in gravel bed streams because geomorphic equilibrium depends on moderate duration streamflow (e.g., exceeded 10% of the time). Streams with low values of T_(Qmean) and T_(0.5) are narrower than expected from hydraulic geometry. Dimensionless boundary shear stress (τ~*) for the 0.5-year flood was inversely related to T_(0.5) among the streams, indicating frequent and extensive bed disturbance in streams with low values of T_(0.5). Although stream channels expand and the size of bed material increases in response to urban streamflow patterns, these adjustments may be insufficient to reestablish the disturbance regime in urban streams because of the differential increase in the magnitude of frequent high flows causing disturbance relative to any changes in longer duration, moderate flows that establish a stable channel.
机译:城市地区溪流的恢复和保护取决于对人类活动如何影响溪流生态系统的全面理解。在华盛顿普吉低地的16条溪流中,使用三种流量指标对城市发展的水文影响及其对河道形式和河床稳定性的影响进行了检验,其中三种流量指标将城市发展的风暴尺度效应在每年到十年的时间尺度上进行了整合:流量超过平均流量(T_(Qmean))的时间,年最大流量的变异系数(CV_(AMF))和流量超过0.5年洪水的时间比例(T_(0.5))。道路密度与CV_(AMF)和T_(0.5)之间的显着相关性表明,城市河流的年度最大流量的年际变化较小,且频繁出现的高流量的持续时间较短。由T_(Qmean)表示的更广泛的水流分布可能受城市发展的影响,但溪流之间的T_(Qmean)的差异也可能是其他生理因素的结果。由于城市发展而导致的频繁高流量的数量增加,但其累积持续时间并没有对砾石床流的河道形式和床层稳定性产生重要影响,因为地貌平衡取决于适度的持续时间流量(例如超过10%的时间)。 T_(Qmean)和T_(0.5)的值较低的流比水力几何学预期的要窄。 0.5年洪水的无因次边界剪应力(τ〜*)与溪流中的T_(0.5)成反比,表明在T_(0.5)值较低的溪流中频繁发生广泛的河床扰动。尽管河道扩大,河床物质的大小随城市水流模式而增加,但这些调整可能不足以重新建立城市河道中的扰动范围,因为频繁的高流量的幅度增加,相对于河道的任何变化都会引起扰动。持续时间较长,流量适中,可建立稳定的渠道。

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