OpenMI-based integrated sediment transport modelling of the river Zenne, Belgium

被引:53
作者
Shrestha, Narayan Kumar [1 ]
Leta, Olkeba Tolessa [1 ]
De Fraine, Bruno [2 ]
van Griensven, Ann [1 ]
Bauwens, Willy [1 ]
机构
[1] Vrije Univ Brussel, Dept Hydrol & Hydraul Engn, B-1050 Brussels, Belgium
[2] Vrije Univ Brussel, Dept Comp Sci, B-1050 Brussels, Belgium
关键词
OpenMI; Integrated modelling; Sediment transport; The Zenne river; WATER-QUALITY; SWAT MODEL; ENVIRONMENTAL-MODELS; INTERFACE OPENMI; BLUE NILE; BASIN; FRAMEWORKS; SIMULATIONS; COMPONENTS; FLOW;
D O I
10.1016/j.envsoft.2013.05.004
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Recent observations show that the river Zenne (Belgium) remains well below the water quality goals stated by the European Union Water Framework Directive. An interuniversity, multidisciplinary research project was therefore launched to evaluate the effects of wastewater management plans on the ecological functioning of the river. To this end, different water quantity and quality processes had to be considered and modelled, e.g., the hydrology in the river basin, hydraulics in the river and sewers, erosion and sediment transport, faecal bacteria transport and decay. This paper considers the development of an Open Modelling Interface (OpenMI) based integrated model for the purpose of simulating the river's sediment dynamics. We used the Soil and Water Assessment Tool (SWAT) to model water and sediment fluxes from rural areas. The Storm Water Management Model (SWMM) was used to simulate the hydraulics of the river, canal, and sewer systems in urban catchments. New model codes for sediment transport and stream water temperature were developed to complement SWMM. The results show that the integrated sediment transport model reproduced the sediment concentrations in the river Zenne with 'good' to 'satisfactory' accuracy. We may therefore conclude that the OpenMI has been successfully implemented to integrate water quality models into a hydraulic one. While the OpenMI run-time data communication inflicted calculation time overhead, we found that the overhead was not significant with respect to the total run-time of the integrated model. (c) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:193 / 206
页数:14
相关论文
共 75 条
[1]  
[Anonymous], P 10 INT C HYDR HIC
[2]  
[Anonymous], ENERG CONVERS MANAGE, DOI DOI 10.1016/J.ENCONMAN.2015.11.063
[3]  
[Anonymous], 1986, US DEP AGR SOIL CONS
[4]   Comparing modelling frameworks - A workshop approach [J].
Argent, RM ;
Voinov, A ;
Maxwell, T ;
Cuddy, SM ;
Rahman, JM ;
Seaton, S ;
Vertessy, RA ;
Braddock, RD .
ENVIRONMENTAL MODELLING & SOFTWARE, 2006, 21 (07) :895-910
[5]   An overview of model integration for environmental application - components, frameworks and semantics [J].
Argent, RM .
ENVIRONMENTAL MODELLING & SOFTWARE, 2004, 19 (03) :219-234
[6]   Large area hydrologic modeling and assessment - Part 1: Model development [J].
Arnold, JG ;
Srinivasan, R ;
Muttiah, RS ;
Williams, JR .
JOURNAL OF THE AMERICAN WATER RESOURCES ASSOCIATION, 1998, 34 (01) :73-89
[7]   CONTINUOUS-TIME WATER AND SEDIMENT ROUTING MODEL FOR LARGE BASINS [J].
ARNOLD, JG ;
WILLIAMS, JR ;
MAIDMENT, DR .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1995, 121 (02) :171-183
[8]  
Arnold JG, 2011, SOIL WATER ASSESSMEN, P76502
[9]   Fitting and interpretation of sediment rating curves [J].
Asselman, NEM .
JOURNAL OF HYDROLOGY, 2000, 234 (3-4) :228-248
[10]   BED LOAD TRANSPORT BY NATURAL RIVERS [J].
BAGNOLD, RA .
WATER RESOURCES RESEARCH, 1977, 13 (02) :303-312