Comparison of different uncertainty techniques in urban stormwater quantity and quality modelling

被引:160
|
作者
Dotto, Cintia B. S. [1 ]
Mannina, Giorgio [2 ]
Kleidorfer, Manfred [3 ]
Vezzaro, Luca [4 ]
Henrichs, Malte [5 ]
McCarthy, David T. [1 ]
Freni, Gabriele [6 ]
Rauch, Wolfgang [3 ]
Deletic, Ana [1 ]
机构
[1] Monash Univ, Dept Civil Engn, Ctr Water Sensit Cities, Clayton, Vic 3800, Australia
[2] Univ Palermo, Dipartimento Ingn Civile Ambientale & Aerosp, I-90133 Palermo, Italy
[3] Univ Innsbruck, Unit Environm Engn, A-6020 Innsbruck, Austria
[4] Tech Univ Denmark, Dept Environm Engn DTU Environm, Copenhagen, Denmark
[5] Muenster Univ Appl Sci, Dept Civil Engn, Lab Water Resources Management, Munster, Germany
[6] Kore Enna Univ, Fac Ingn & Architettura, Enna, Italy
关键词
Urban drainage models; Uncertainties; Parameter probability distributions; Bayesian inference; GLUE; SCEM-UA; MICA; AMALGAM; MCMC; Multi-objective auto-calibration; FORMAL BAYESIAN METHOD; SENSITIVITY-ANALYSIS; GLUE; WATER; OPTIMIZATION; CALIBRATION; PARAMETER; QUANTIFICATION; PERFORMANCE; IMPACT;
D O I
10.1016/j.watres.2012.02.009
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Urban drainage models are important tools used by both practitioners and scientists in the field of stormwater management. These models are often conceptual and usually require calibration using local datasets. The quantification of the uncertainty associated with the models is a must, although it is rarely practiced. The International Working Group on Data and Models, which works under the IWA/IAHR Joint Committee on Urban Drainage, has been working on the development of a framework for defining and assessing uncertainties in the field of urban drainage modelling. A part of that work is the assessment and comparison of different techniques generally used in the uncertainty assessment of the parameters of water models. This paper compares a number of these techniques: the Generalized Likelihood Uncertainty Estimation (GLUE), the Shuffled Complex Evolution Metropolis algorithm (SCEM-UA), an approach based on a multi-objective auto-calibration (a multialgorithm, genetically adaptive multi-objective method, AMALGAM) and a Bayesian approach based on a simplified Markov Chain Monte Carlo method (implemented in the software MICA). To allow a meaningful comparison among the different uncertainty techniques, common criteria have been set for the likelihood formulation, defining the number of simulations, and the measure of uncertainty bounds. Moreover, all the uncertainty techniques were implemented for the same case study, in which the same stormwater quantity and quality model was used alongside the same dataset. The comparison results for a well-posed rainfall/runoff model showed that the four methods provide similar probability distributions of model parameters, and model prediction intervals. For ill-posed water quality model the differences between the results were much wider; and the paper provides the specific advantages and disadvantages of each method. In relation to computational efficiency (i.e. number of iterations required to generate the probability distribution of parameters), it was found that SCEM-UA and AMALGAM produce results quicker than GLUE in terms of required number of simulations. However, GLUE requires the lowest modelling skills and is easy to implement. All non-Bayesian methods have problems with the way they accept behavioural parameter sets, e.g. GLUE, SCEM-UA and AMALGAM have subjective acceptance thresholds, while MICA has usually problem with its hypothesis on normality of residuals. It is concluded that modellers should select the method which is most suitable for the system they are modelling (e.g. complexity of the model's structure including the number of parameters), their skill/knowledge level, the available information, and the purpose of their study. (C) 2012 Elsevier Ltd. All rights reserved.
引用
收藏
页码:2545 / 2558
页数:14
相关论文
共 50 条
  • [1] Assessing uncertainty in stormwater quality modelling
    Wijesiri, Buddhi
    Egodawatta, Prasanna
    McGree, James
    Goonetilleke, Ashantha
    WATER RESEARCH, 2016, 103 : 10 - 20
  • [2] Uncertainty in urban stormwater quality modelling: The effect of acceptability threshold in the GLUE methodology
    Freni, Gabriele
    Mannina, Giorgio
    Viviani, Gaspare
    WATER RESEARCH, 2008, 42 (8-9) : 2061 - 2072
  • [3] Uncertainty in urban stormwater quality modelling: The influence of likelihood measure formulation in the GLUE methodology
    Freni, Gabriele
    Mannina, Giorgio
    Viviani, Gapare
    SCIENCE OF THE TOTAL ENVIRONMENT, 2009, 408 (01) : 138 - 145
  • [4] MODELLING OF STORMWATER QUANTITY AND QUALITY ON THE EXAMPLE OF URBANISED CATCHMENT IN KIELCE
    Szelag, Bartosz
    Gorski, Jaroslaw
    Bak, Lukasz
    Gorska, Katarzyna
    ECOLOGICAL CHEMISTRY AND ENGINEERING A-CHEMIA I INZYNIERIA EKOLOGICZNA A, 2013, 20 (11): : 1305 - 1316
  • [6] Evaluation of green roof performances for urban stormwater quantity and quality controls
    Kok, Kah Hoong
    Sidek, Lariyah Mohd
    Chow, Ming Fai
    Abidin, Mohamed Roseli Zainal
    Basri, Hidayah
    Hayder, Gasim
    INTERNATIONAL JOURNAL OF RIVER BASIN MANAGEMENT, 2016, 14 (01) : 1 - 7
  • [7] Stormwater quality modelling in combined sewers: calibration and uncertainty analysis
    Kanso, A
    Chebbo, G
    Tassin, B
    WATER SCIENCE AND TECHNOLOGY, 2005, 52 (03) : 63 - 71
  • [8] Evaluation of green roof as green technology for urban stormwater quantity and quality controls
    Kok, K. H.
    Sidek, L. M.
    Abidin, M. R. Z.
    Basri, H.
    Muda, Z. C.
    Beddu, S.
    4TH INTERNATIONAL CONFERENCE ON ENERGY AND ENVIRONMENT 2013 (ICEE 2013), 2013, 16
  • [9] Impacts of climate change on urban stormwater runoff quantity and quality in a cold region
    Yang, Yang
    Zhu, David Z.
    Loewen, Mark R.
    Zhang, Wenming
    van Duin, Bert
    Mahmood, Khizar
    SCIENCE OF THE TOTAL ENVIRONMENT, 2024, 954
  • [10] Urban stormwater quantity/quality modeling using the SCS method and empirical equations
    Tsihrintzis, VA
    Hamid, R
    JOURNAL OF THE AMERICAN WATER RESOURCES ASSOCIATION, 1997, 33 (01): : 163 - 176