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浙江大学学报(工学版)
J4  2012, Vol. 46 Issue (12): 2231-2236    DOI: 10.3785/j.issn.1008-973X.2012.12.014
土木工程     
基于DRAM的水质模拟不确定性分析和风险决策
张庆庆, 许月萍, 张徐杰, 徐晓
浙江大学 建筑工程学院 水文与水资源工程研究所, 浙江 杭州 310058
Uncertainty analysis of water quality modeling and
risk-based decision-making based on DRAM
ZHANG Qing-qing, XU Yue-ping, ZHANG Xu-jie, XU Xiao
Institute of Hydrology and Water Resources, College of Civil Engineering and Architecture,
Zhejiang University, Hangzhou 310058, China
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摘要：

将点源作为未知参数,结合一种新的马尔科夫链蒙特卡罗（MCMC）算法——延迟拒绝适应性Metropolis算法(DRAM),对钱塘江支流东阳江许村至义东桥河段的化学需氧量、氨氮、饱和溶解氧等３种指标的水质模型进行了贝叶斯参数估计.DRAM算法兼有延迟拒绝算法和适应性Metropolis算法的优点,且稳定收敛速度更快.基于抽样得到的马尔科夫链,对参数和模型误差项的后验分布进行了量化,并实现了点源的不确定性反演.用这个不确定性模型对污染物质量浓度的后验分布进行模拟,表现了良好的拟合效果.基于马尔科夫链,可对各类情景(如不同的水温、流量或点源排放情况）下的污染物超标风险进行直观的分析和预测,也易于实现敏感性分析.研究结果能帮助管理者制定不同水期的减排和调水风险决策,为钱塘江流域的水污染风险管理提供支持.
Abstract:

 By regarding point sources as unknown parameters, a new Markov chain Monte Carlo (MCMC) algorithm—delayed rejection and adaptive Metropolis (DRAM) was used in Bayesian estimation of the chemical oxygen demand、ammonia nitrogen and dissolved oxygen coupled model in the reach from Xucun to Yidong Bridge, Dongyang River, one tributary of Qiantang River. DRAM has the advantages of both delayed rejection and adaptive Metropolis, and shows more efficiency while guaranteeing stable convergence. Based on the sampled Markov chains, the uncertainties of parameters and model errors were quantified by posterior distributions, and the point sources were successfully inversed. The coupled stochastic model shows a good fit when used in modeling the posterior distributions of pollutant concentration. With some controllable and hydrodynamic variables such as pollution discharge, flow, or water temperature varying within certain ranges, the risk of pollutant concentration exceeding national water quality standards under a variety of scenarios could be calculated, which made the sensitivity analysis easily implementable. The final results can provide multiple reduction or water diversion plans in different seasons to reduce water pollution risk, and promote the risk-based management of water pollution in Qiantang River Basin.
出版日期: 2012-12-01
:  X 322  
基金资助:

浙江省自然科学基金重点资助项目(Z5080048); 国家自然科学基金资助项目(50809058).
通讯作者: 许月萍, 女, 副教授.     E-mail: yuepingxu@zju.edu.cn
作者简介: 张庆庆(1984—), 女, 博士生, 主要从事水资源与水环境研究. E-mail: zqq19840112@gmail.com
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引用本文:

张庆庆, 许月萍, 张徐杰, 徐晓. 基于DRAM的水质模拟不确定性分析和风险决策[J]. J4, 2012, 46(12): 2231-2236.

ZHANG Qing-qing, XU Yue-ping, ZHANG Xu-jie, XU Xiao. Uncertainty analysis of water quality modeling and
risk-based decision-making based on DRAM. J4, 2012, 46(12): 2231-2236.

链接本文:

http://www.zjujournals.com/eng/CN/10.3785/j.issn.1008-973X.2012.12.014    或    http://www.zjujournals.com/eng/CN/Y2012/V46/I12/2231

［1］ TSAI F TC, LI Xiaobao. Inverse groundwater modeling for hydraulic conductivity estimation using Bayesian model averaging and variance window ［J］. Water Resources Research, 2008, 44(9): 1969-2011.
［2］ DOWD M, MEYER R. A Bayesian approach to the ecosystem inverse problem ［J］. Ecological Modelling,2003, 168: 39-55.
［3］ KEATS A, YEE E, LIEN Fuesang. Bayesian inference for source determination with applications to a complex urban environment［J］. Atmospheric Environment, 2007, 41(3): 465-479.
［4］ HAARIO H, LAINE M, MIRIA A,et al.DRAM: Efficient adaptive MCMC ［J］. Statistics and Computing, 2006, 16(4): 339-354.
［5］ LAINE M. Adaptive MCMC methods with applications in environmental and geophysical models ［D］. Lappeenranta : Lappeenranta University of Technology, 2008.
［6］ HAARIO H, SAKSMAN E, TAMMINEN J. An adaptive Metropolis algorithm ［J］. Bernoulli, 2001,7(2): 223-242.
［7］ MIRA A. On MetropolisHastings algorithms with delayed rejection ［J］. Metron, 2001,LIX(3/4): 231-241.
［8］ 许月萍,张庆庆,牛少凤,等.浙江省东阳江干流水质分析与评价［J］.上海环境科学,2009,28(5): 190-195.
XU Yueping, ZHANG Qingqing, NIU Shaofeng, et al. Water quality analysis and assessment of the main stream of Dongyang River［J］.  Shanghai Environmental Science, 28(5): 190-195.
［9］ 陆垂裕,肖伟华,赵勇,等.复杂水环境系统数值年模拟及风险分析［M］.北京:中国水利水电出版社, 2010: 72-103.
［10］ MCINTYRE N R, WAGENER T, WHEATER H S, et al. Riskbased modeling of surface water quality: a case study of the Charles River, Massachusetts ［J］. Journal of Hydrology, 2003, 274(14): 225-247.
［11］ 张朝能.水体饱和溶解氧的求算方法探讨［J］.环境科学研究,1999,12(2): 54-55.
ZHANG Chaoneng. Study on calculation method of saturation values of dissolved oxygen in waters ［J］.  Research of Environmental Sciences, 1999,12(2): 54-55.
［12］ BOWIE, G L, MILLS W B, PORCELLA D B, et al. Rates, constants, and kinetics formulations in surface water quality modeling. EPA/ 600 / 385 / 040, U.S. Environmental Protection Agency ［S］. Washington, D C: Aspen Publishers, 1985: 1-455.
［13］ CHEN Chifeng, MA Hwangwen, RECKHOW K H. Assessment of water quality management with a systematic qualitative uncertainty analysis［J］. Science of the Total Environment, 2007, 374: 13-15.
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