Fluid flow pattern and water residence time in waste stabilisation ponds

被引:15
作者
Badrot-Nico, F. [1 ]
Guinot, V. [1 ]
Brissaud, F. [1 ]
机构
[1] Univ Montpellier 2, MSE, F-34095 Montpellier 05, France
关键词
fluid flow pattern; hydrodynamic model; temperature; waste stabilisation ponds; water residence times; COLIFORM REMOVAL; PERFORMANCE; BEHAVIOR;
D O I
10.2166/wst.2009.087
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
As treatment processes are kinetic-dependent, a consistent description of water residence times is essential to the prediction of waste stabilization ponds performance. A physically-based 3D transient CFD model simulating the water velocity, temperature and concentration fields as a function of all influent meteorological factors - wind speed and direction, solar radiation, air temperature and relative humidity - was used to identify the relationships between the meteorological conditions and the hydrodynamic patterns and water residence times distributions in a polishing pond. The required meteorological data were recorded on site and water temperatures recorded at 10 sampling sites for 141 days. Stratification events appear on very calm days for wind speeds lower than 3 m s(-1) and on sunny days for wind speeds lower than 5 m s(-1). De-stratification is related to two mixing processes: nightly convection cells and global mixing patterns. Numerical tracer experiments show that the results of the flow patterns can be evaluated using the dispersed flow regime approximation and, for wind speeds exceeding 6 m s(-1), the completely stirred tank reactor assumption.
引用
收藏
页码:1061 / 1068
页数:8
相关论文
共 20 条
[1]   PREDICTION OF THE DISPERSION NUMBER IN WASTE STABILIZATION PONDS [J].
AGUNWAMBA, JC ;
EGBUNIWE, N ;
ADEMILUYI, JO .
WATER RESEARCH, 1992, 26 (01) :85-89
[2]   A finite volume upwind scheme for the solution of the linear advection-diffusion equation with sharp gradients in multiple dimensions [J].
Badrot-Nico, Fabiola ;
Brissaud, Francois ;
Guinot, Vincent .
ADVANCES IN WATER RESOURCES, 2007, 30 (09) :2002-2025
[3]  
BADROTNICO F, 2007, THESIS MONTPELLIER 2
[4]   Hydrodynamic behaviour and faecal coliform removal in a maturation pond [J].
Brissaud, F ;
Lazarova, V ;
Ducoup, C ;
Joseph, C ;
Levine, B ;
Tournoud, MG .
WATER SCIENCE AND TECHNOLOGY, 2000, 42 (10-11) :119-126
[5]  
FARES Y, 1995, WIND EFFECTS RESIDEN
[6]  
Frederick GL, 1996, WATER SCI TECHNOL, V33, P49, DOI 10.1016/0273-1223(96)00339-3
[7]   The influence of thermal stratification on the hydraulic behavior of waste stabilization ponds [J].
Kellner, E ;
Pires, EC .
WATER SCIENCE AND TECHNOLOGY, 2002, 45 (01) :41-48
[8]  
LUYTEN PJ, 1990, COHERENS COUPLED HYD, P914
[9]  
MARAIS GV, 1974, J ENV ENG DIV-ASCE, V100, P119
[10]   MODELING COLIFORM MORTALITY IN WASTE STABILIZATION PONDS [J].
MAYO, AW .
JOURNAL OF ENVIRONMENTAL ENGINEERING-ASCE, 1995, 121 (02) :140-152