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Urban hydromodification in Southern California: Impacts and management implications.

机译:南加州的城市加氢改造:影响和管理意义。

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The purpose of this thesis was to evaluate predictive methods and protection strategies for southern California stream channels subject to urbanization-induced hydrologic modification. Field surveys conducted between October 2001 and May 2005 at stream reaches in Los Angeles and Ventura Counties in semi-arid Southern California were evaluated for impacts from adjacent urbanization and to test the shear stress model for sediment mobilization. Survey sites were located on ephemeral and intermittent channels with contributing catchment areas ranging in size from approximately 1 mi2 to 75 mi 2. The predictive ability of equations for mean bed shear stress (tau) and critical shear stress (tauc) was evaluated using stream channel geometry and cross-sectional area changes. Calculated depths for bed instability (tau/tauc > 2.5) were significantly greater than field-estimated bankfull depths at most sites, yet field data indicate ongoing erosion and unstable channel conditions. Predictions of these equations alone are therefore not an effective evaluative tool at these sites. Calculated error in shear stress ratios ranged from 49--115%. Continuous simulation hydrologic model evaluations of shear stress ratio (tau/tauc) durations showed that the duration of erosive shear stress was increased up to 20% at two sites using regional detention basin flow controls. Stream erosion model predictions should incorporate thorough uncertainty evaluations, and present results as potential response ranges rather than clear response thresholds. Incorporation of uncertainty in response models, interpretations, and regulatory requirements would improve the probability of effective stream protection, and reduce the implementation of ineffective or potentially damaging strategies.; Scientific uncertainties regarding urban hydromodification (Urban HM) affect the development and implementation of federal Clean Water Act (CWA) requirements to protect stream channels and habitat. Despite decades of study, scientific understanding of stream system processes remains primarily qualitative. Stream response to Urban HM has not been well studied in semi-arid southern California. Federal and state regulations acknowledge stream degradation from Urban HM, but lack of scientific understanding limits specificity of regulatory requirements. Municipal Stormwater Permits and CWA Section 401 Water Quality Certifications primarily regulate Urban HM in California. Regulatory agencies pass the responsibility to resolve uncertainties to local jurisdictions through requirements to develop specific protective strategies and acceptable protective criteria. Stream protection from Urban HM would be greatly improved by a cooperative effort among regulators and local implementing authorities.
机译:本文的目的是评估受城市化引起的水文变化影响的南加州河道的预测方法和保护策略。 2001年10月至2005年5月在洛杉矶和南加州半干旱的文图拉县河段进行了实地调查,评估了邻近城市化的影响,并测试了剪切应力模型的泥沙动员。调查地点位于短暂和间断的河道上,集水区面积范围从大约1 mi2到75 mi2。使用河床河道评估平均床层剪切应力(tau)和临界剪切应力(tauc)方程的预测能力几何形状和横截面积的变化。在大多数地点,床层失稳的计算深度(tau / tauc> 2.5)明显大于现场估计的堤岸深度,但现场数据表明侵蚀仍在持续,河道条件不稳定。因此,仅这些方程式的预测并不是这些站点上的有效评估工具。剪切应力比的计算误差范围为49--115%。连续模拟水文模型对剪应力比(tau / tauc)持续时间的评估表明,使用区域滞留盆地流量控制,在两个地点的侵蚀性剪应力的持续时间增加了20%。河流侵蚀模型的预测应结合全面的不确定性评估,并以潜在的响应范围而不是明确的响应阈值形式显示结果。在响应模型,解释和监管要求中加入不确定性将提高有效保护河流的可能性,并减少无效或潜在破坏性策略的实施。关于城市加水改造(城市HM)的科学不确定性影响了联邦《清洁水法》(CWA)要求的制定和实施,以保护河流和栖息地。尽管进行了数十年的研究,对流系统过程的科学理解仍主要是定性的。在加利福尼亚州半干旱的半干旱地区,尚未对河流对城市HM的响应进行深入研究。联邦和州法规承认Urban HM导致溪流退化,但是缺乏科学了解限制了法规要求的特殊性。市政雨水许可证和CWA第401节水质认证主要规范加利福尼亚的Urban HM。监管机构通过制定特定保护策略和可接受的保护标准的要求,将解决不确定性的责任转移给了当地司法管辖区。通过监管机构和地方实施机构之间的合作,将大大改善对Urban HM的溪流保护。

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