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Advancing the state of stream restoration design using sediment transport modeling and risk assessment.

机译:使用沉积物传输模型和风险评估来推进河流修复设计的状态。

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Due to imposed constraints and potentially altered hydrologic and sediment discharge regimes, the design of stream restoration projects is rather unclear. The first objective of this study was to examine relationships between form and processes, the strengths and weaknesses of existing relationships, and the current lack of understanding in applying the relationships in the urban environment. A primary goal was to identify relationships that are critical to urban stream restoration and provide recommendations for future research into how this information can be used to improve the design effort.; The second objective of this study was to use a combination of field investigations and long-term alluvial channel modeling to evaluate the effect of rigid in-stream structures on channel processes and verify the current and future stream channel stability of a relocated stream reach. The model was calibrated and verified using field data. The model was used to simulate long-term adjustments within the study reach under two scenarios, one scenario that included rigid structures and a second scenario that did not contain rigid structures. With respect to a case study reach, instances where rigid in-stream structures have a significant impact on channel form and adjustment were identified. In addition, the long-term simulations indicated that changes to initial design characteristics would have resulted in a more stable, sustainable project.; The use of stability verification methods, such as a check of sediment transport capacity/supply and alluvial channel modeling, can involve considerable time and effort; however, application can result in design modifications that reduce project uncertainty, and risk. The final objective of this study was to present a risk-based design approach using Design Failure Modes and Effects Analysis (DFMEA) and risk quantification to incorporate uncertainty and decision-making. The DFMEA identifies risk in terms of the consequence of failure, the likelihood of occurrence of a failure, and the ability to detect a failure. DFMEA consequence and occurrence ratings were used to calculate the risk associated with different design alternatives. The estimates of risk for each alternative were compared to provide justification for selecting the most cost effective restoration design alternative.
机译:由于施加的限制以及可能改变的水文和泥沙排放状况,河流恢复项目的设计还不清楚。这项研究的第一个目标是研究形式与过程之间的关系,现有关系的优缺点以及当前在将关系应用于城市环境中缺乏了解。一个主要目标是确定对城市溪流恢复至关重要的关系,并为今后的研究提供建议,以帮助人们利用这些信息来改善设计工作。这项研究的第二个目标是结合野外调查和长期冲积河道模型来评估刚性河床结构对河道过程的影响,并验证重新布置河道的当前和未来河道的稳定性。使用现场数据对模型进行校准和验证。该模型用于模拟两种情况下研究范围内的长期调整,一种情况包括刚性结构,第二种情况不包含刚性结构。关于案例研究范围,确定了刚性河内结构对渠道形式和调整产生重大影响的实例。此外,长期模拟表明,对初始设计特征的更改将使项目更加稳定,可持续。使用稳定性验证方法(例如检查沉积物的输送能力/供应量和冲积河道模型)可能会花费大量时间和精力;但是,应用可以导致设计修改,从而减少项目的不确定性和风险。这项研究的最终目标是提出一种基于风险的设计方法,该方法使用设计失效模式和效果分析(DFMEA)和风险量化方法来纳入不确定性和决策制定。 DFMEA根据故障的后果,发生故障的可能性以及检测故障的能力来识别风险。 DFMEA结果和发生率等级用于计算与不同设计替代方案相关的风险。比较每个替代方案的风险估计,以为选择最具成本效益的修复设计替代方案提供依据。

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