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Real-Time Control of Urban Headwater Catchments Through Linear Feedback: Performance, Analysis, and Site Selection

机译:通过线性反馈实时控制城市上游水源地:性能,分析和选址

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摘要

The real-time control of urban watersheds is now being enabled by a new generation of "smart" and connected technologies. By retrofitting stormwater systems with sensors and valves, it becomes possible to adapt entire watersheds dynamically to individual storms. A catchment-scale control algorithm is introduced, which abstracts an urban watershed as a linear integrator delay dynamical system, parameterizes it using physical watershed characteristics, and then controls network flows using a Linear Quadratic Regulator. The approach is simulated on a 4-km(2) urban headwater catchment in Ann Arbor, Michigan, demonstrating the gains of a stormwater system that can adaptively balance between flood mitigation and flow reduction. We introduce an equivalence analysis and illustrate the performance of the controlled watershed across large events (30-year storms) to show the uncontrolled passive watershed can only match it during smaller events (10-year storm). For these smaller events, the storage volume of the controlled storage nodes (ponds, basins, and wetlands) could be reduced as much as 50% and still achieve the same performance of the controlled watershed. A controller placement analysis is also carried out, whereby all possible combinations of controlled sites are simulated across a wide spectrum of design storms. We show that the control of every storage node may not be needed in a watershed, but rather that in our case study a small subset (30%) of the overall watershed can be controlled in coordination to achieve outcomes that match a fully controlled system, even when tested across a long-term rainfall record and under noisy sensor measurements.Plain Language Summary Internet-connected sensors are changing how we study and manage water systems. By adding valves, gates, and pumps to stormwater systems, it will be possible to adaptively control urban watershed in response to individual storms. Without requiring new and expensive construction, this will allow existing infrastructure to be used more effectively. In this paper, we introduce a control algorithm that can be used to control urban watersheds. We also investigate how many control valves are needed to retrofit an urban watershed and where, which may serve as tools for city managers to reduce flooding and manage flows.
机译:现在,新一代的“智能”和互联技术可以实现对城市集水区的实时控制。通过用传感器和阀门改造雨水系统,可以使整个流域动态适应单个暴雨。引入了流域规模控制算法,该算法将城市流域抽象为线性积分器延迟动力学系统,使用物理流域特征对其进行参数化,然后使用线性二次调节器控制网络流量。该方法是在密歇根州安阿伯市一个4 km(2)的城市源水集水区上进行模拟的,展示了可以在减洪与流量减少之间进行自适应平衡的雨水系统的收益。我们介绍了一个等效分析,并说明了大型事件(30年风暴)中受控分水岭的性能,以显示不受控制的被动分水岭只能在较小事件(10年风暴)中与之匹配。对于这些较小的事件,可以将受控存储节点(池塘,盆地和湿地)的存储量减少多达50%,并且仍然可以实现与受控流域相同的性能。还进行了控制器放置分析,从而在广泛的设计风暴中模拟了受控站点的所有可能组合。我们表明,在分水岭中可能不需要控制每个存储节点,但是在我们的案例研究中,可以协调控制整个分水岭的一小部分(30%),以实现与完全受控的系统相匹配的结果,即使是在长期降雨记录下以及在嘈杂的传感器测量下进行测试时,也是如此。普通语言摘要连接互联网的传感器正在改变我们研究和管理水系统的方式。通过为雨水系统增加阀门,闸门和泵,有可能响应个别暴雨而自适应地控制城市集水区。不需要新的和昂贵的结构,这将允许更有效地利用现有基础结构。在本文中,我们介绍了一种可用于控制城市流域的控制算法。我们还研究了需要多少个控制阀来改造城市集水区,以及在哪里,这些可以用作城市管理者减少洪水和管理流量的工具。

著录项

  • 来源
    《Water resources research 》 |2018年第10期| 7309-7330| 共22页
  • 作者

    Wong B. P.; Kerkez B.;

  • 作者单位

    Univ Michigan, Dept Civil & Environm Engn, Ann Arbor, MI 48109 USA;

    Univ Michigan, Dept Civil & Environm Engn, Ann Arbor, MI 48109 USA;

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  • 正文语种 eng
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