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Uncertainty Propagation of Hydrologic Modeling in Water Supply System Performance: Application of Markov Chain Monte Carlo Method

机译:水文模型在供水系统性能中的不确定性传播:马尔可夫链蒙特卡罗方法的应用

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It is imperative for cities to develop sustainable water management and planning strategies in order to best serve urban communities that are currently facing increasing population and water demand. Water resources managers are often chastened by experiencing failures attributed to natural extreme droughts and floods. However, recent changes in water management systems have been responding to these uncertain conditions. Water managers have become thoughtful about the adverse effects of uncertain extreme events on the performance of water supply systems. Natural hydrologic variability and inherent uncertainties associated with the future climate variations make the simulation and management of water supplies a greater challenge. The hydrologic simulation process is one of the main components in integrated water resources management. Hydrologic simulations incorporate uncertain input values, model parameters, and a model structure. Therefore, stochastic streamflow simulation and prediction, and consideration of uncertainty propagation on performance of water supply systems (WSSs) are essential phases for efficient management of these systems. The proposed integrated framework in this study models a WSS by taking into account the dynamic nature of the system and utilizing a Markov chain Monte Carlo (MCMC) algorithm to capture the uncertainties associated with hydrologic simulation. Hydrologic responses from the results of a rainfall-runoff model for three watersheds of Karaj, Latyan, and Lar in Tehran, Iran, as the case study are used as inputs to the reservoirs. Results confirm that uncertainties associated with the hydrologic model's parameters propagate through the simulation and lead to a wide variation in reservoir storage and WSS performance metrics such as vulnerability and reliability. For example, water storage simulation in the Karaj Reservoir can vary up to 70% compared with the observed values. This causes contradiction and conflict in the management of reservoirs and water systems and decision making. The results emphasize the importance of analyzing WSS performance under uncertain conditions to improve the simulation of natural processes and support water managers for a more efficient decision-making process. (C) 2018 American Society of Civil Engineers.
机译:城市必须制定可持续的水管理和规划策略,以最好地服务于当前面临人口和水需求日益增长的城市社区。水资源管理者常常因经历自然极端干旱和洪灾而遭受的失败困扰。但是,水管理系统的最新变化已经对这些不确定的条件做出了响应。水管理人员已经开始考虑不确定的极端事件对供水系统性能的不利影响。自然水文的可变性和与未来气候变化相关的内在不确定性使供水的模拟和管理面临更大的挑战。水文模拟过程是水资源综合管理的主要组成部分之一。水文模拟包含不确定的输入值,模型参数和模型结构。因此,随机流量模拟和预测以及对供水系统(WSSs)性能不确定性传播的考虑是有效管理这些系统的重要阶段。本研究中提出的集成框架通过考虑系统的动态性质并利用马尔可夫链蒙特卡洛(MCMC)算法来捕获与水文模拟相关的不确定性,从而对WSS进行建模。来自伊朗德黑兰的Karaj,Latyan和Lar的三个流域的降雨径流模型结果的水文响应,作为案例研究被用作水库的输入。结果证实,与水文模型参数相关的不确定性会通过模拟传播,并导致水库存储和WSS性能指标(如脆弱性和可靠性)的巨大差异。例如,与观测值相比,Karaj水库中的储水模拟最多可变化70%。这在水库和水系统的管理和决策中引起矛盾和冲突。结果强调了在不确定条件下分析WSS性能的重要性,以改善自然过程的模拟并支持水管理者进行更有效的决策过程。 (C)2018美国土木工程师学会。

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