Experimental and numerical simulations of the hydrodynamic dispersion of a pollutant effluent in a estuarine coastal zone

被引:1
作者
Gidas, NK [1 ]
Koutitonsky, VG [1 ]
机构
[1] INST NATL RECH SCI OCEANOL,GRP RECH ENVIRONM COTIER,RIMOUSKI,PQ G5L 3A1,CANADA
关键词
simulation; hydrodynamics; advection-dispersion; numerical model; similitude; tide; effluent;
D O I
10.1139/l96-891
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
An experimental and numerical study was performed to measure and simulate the hydrodynamic dispersion of a pollutant effluent discharged by an outfall diffuser into an estuarine coastal zone near Rimouski, Canada. Field measurements of currents, tides, salinity, and winds were obtained in the vicinity of the injection site, and two tracer dispersion experiments were carried on in these coastal waters. The measurements were taken before and after the construction of the marine outfall diffuser. The similitude between the plume of a tracer (physical model) released into the coastal waters before construction and that of the real effluent (prototype) discharged at the same site was studied. A new coefficient of similitude was established, which allows to transpose the concentrations of the physical model tracer to the waste water concentrations of the prototype. The numerical simulation (2D) is performed with a hydrodynamic model and an advection-dispersion model of the MIKE21 system from the Danish Hydraulic Institute, using the so-called telescopic approach. The objective of these simulations was to predict, among other things, the pollutant effluent concentrations for critical hydrodynamic conditions relative to the aquatic ecosystem to be protected. The methodology elaborated was used for the management of the coastal environments subjected to pollution.
引用
收藏
页码:820 / 837
页数:18
相关论文
共 28 条
[1]   MODELING CIRCULATIONS IN DEPTH-INTEGRATED FLOWS .1. THE ACCUMULATION OF THE EVIDENCE [J].
ABBOTT, MB ;
TAO, J ;
LARSEN, J .
JOURNAL OF HYDRAULIC RESEARCH, 1985, 23 (04) :309-326
[2]  
Abbott MB., 1973, Journal of Hydraulic Research, V11, P1, DOI [10.1080/00221687309499788, DOI 10.1080/00221687309499788]
[3]  
Abbott MB., 1979, Computational hydraulics: elements of the theory of free surface flows
[4]  
DEMENET PF, 1990, HOUILLE BLANCE, P364
[5]  
ECKEBJERG L, 1991, COMPUTER METHODS APP, V88, P1
[6]   THE DISPERSION OF MARKED FLUID IN TURBULENT SHEAR FLOW [J].
ELDER, JW .
JOURNAL OF FLUID MECHANICS, 1959, 5 (04) :544-560
[7]   FLOW AND WATER-QUALITY MODELING IN COASTAL AND INLAND WATER [J].
FALCONER, RA .
JOURNAL OF HYDRAULIC RESEARCH, 1992, 30 (04) :437-452
[8]  
FOREMAN MGG, 1977, MANUAL TIDAL HEIGHT
[9]   NON-DIMENSIONAL NUMBERS ASSOCIATED WITH THE EVAPORATION FROM A CAPILLARY POROUS-MEDIUM [J].
GIDAS, NK ;
CONSTANTINOU, T .
HYDROLOGICAL SCIENCES JOURNAL-JOURNAL DES SCIENCES HYDROLOGIQUES, 1983, 28 (04) :539-549
[10]  
GIDAS NK, 1991, C INT ASS HYDR RES 2, pC579