利用混合神经模糊技术重新运行普密蓬水坝和诗丽吉水坝,解决湄南河流域缺水和洪水问题

Q3 Environmental Science
Khin Muyar Kyaw, A. Rittima, Yutthana Phankamolsil, Allan Sriratana Tabucanon, Wudhichart Sawangphol, J. Kraisangka, Yutthana Talaluxmana, V. Vudhivanich
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引用次数: 0

摘要

本研究将自适应神经模糊推理系统(ANFIS)技术应用于湄南河流域的水库重新运营,旨在减少泰国中部地区的缺水和洪水问题。ANFIS 是一种综合方法,利用神经网络来增强模糊推理系统,并为水库重新开放创建具有适当成员函数的模糊 "IF-Then "水库操作指南。在本研究中,使用两个不同的数据集(长期数据集(方案 1)和基于水年的数据集(方案 2))对 ANFIS 运行规则进行了训练。结果表明,使用 ANFIS 运行规则重新运行后,除 2012 年外,关键枯水年的年缺水量完全降至近乎零。然而,在基于 ANFIS 的水库重新运行模型的两个方案中,2012 年的年缺水量也从当前运行的 5.04 亿立方米大幅减少到方案 1 和方案 2 中的 1.27 亿立方米和 1.19 亿立方米。此外,在基于水年的 ANFIS 模型中,2002 年和 2011 年 BB 大坝和 SK 大坝的溢出水总量分别为 0 兆立方米和 37 兆立方米。此外,根据 ANFIS 模型的两种方案得出的两个主要大坝的平均蓄水量与当前运行情况相比,BB 大坝的平均蓄水量分别增加了 +6.08% 和 +6.94%,SK 大坝的平均蓄水量分别增加了 +0.09% 和 +1.62%。这表明,通过自适应模糊规则可以很好地处理大坝供水以满足目标用水需求,并最大限度地减少洪水。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Re–operating the Bhumibol and Sirikit Dams Using Hybrid Neuro–Fuzzy Technique to Solve the Water Scarcity and Flooding Problems in the Chao Phraya River Basin
The decision support system to reservoir re–operation using Artificial Intelligence has been broadly studied and proven in term of the operational performances for both single and multiple reservoir system, this study applied Adaptive Neuro Fuzzy Inference System (ANFIS) technique for reservoir re–operation in Chao Phraya River Basin aiming to reduce water scarcity and flooding problems in the central region of Thailand. ANFIS is an integrated approach in which neural networks are utilized to enhance the fuzzy inference system and create fuzzy “IF–Then” reservoir operational guidelines with proper membership functions for reservoir re–operation. In this study, ANFIS operating rules were trained using two different datasets; long–term dataset (scenario 1) and water year–based dataset (scenario 2). It is revealed that the extent of yearly water deficit in critical dry years are totally reduced to nearly zero when re–operating with ANFIS operation rules, except in the year 2012. However, the yearly water deficit in year 2012 is also substantially reduced from 504 MCM by the current operation to 127 and 119 MCM for scenario 1 and scenario 2, respectively when two scenarios of ANFIS–based reservoir re–operation model were performed. Moreover, considerable total amount of spilled water from BB and SK Dams is definitely declined to 0 and 37 MCM in years 2002 and 2011, respectively when water year–based ANFIS model was implemented. In addition, it is expressed that average water storages of two main dams obtained from two scenarios of ANFIS model are substantially increased up to +6.08% and +6.94% for BB Dam and +0.09% and +1.62% for SK Dam in comparison with the current operation. This signifies that supplying water from dams to meet the target water demand through adaptive fuzzy–rules can be well handled and flooded water can be minimized.
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来源期刊
Applied Environmental Research
Applied Environmental Research Environmental Science-Environmental Science (all)
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