Tracer studies in laboratory beach simulating tidal influences

被引:43
作者
Boufadel, Michel C. [1 ]
Suidan, Makrarn T.
Venosa, Albert D.
机构
[1] Temple Univ, Dept Civil & Environm Engn, Philadelphia, PA 19122 USA
[2] Univ Cincinnati, Dept Civil & Environm Engn, Cincinnati, OH 45221 USA
[3] US EPA, Natl Risk Management Res Lab, Cincinnati, OH 45268 USA
关键词
oil spills; nutrients; biological treatment; beaches;
D O I
10.1061/(ASCE)0733-9372(2006)132:6(616)
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Bioremediation of oil spills on. tidally influenced beaches commonly involves the addition of a nutrient solution to the contaminated region of the beach at low tide to stimulate the growth of indigenous oil-degrading bacteria. Maximizing the residence time of nutrients in the beach and subsequently their contact time with microorganisms is a main goal for successful bioremediation. Therefore, understanding the effects of the tide on water flow and solute transport in a beach is an essential task for designing a nutrient application strategy. We investigated these effects by conducting a tracer study in a laboratory beach simulating nutrient application on natural beaches. The study consisted of applying, at low tide, a conservative tracer solution onto the beach surface near the high-tide line and monitoring its movement in the beach subsurface. The tidal motion caused the applied plume to move downward and seaward. The downward movement occurred during rising tides, while the seaward movement occurred mainly during falling tides. The results indicate that nutrients should be applied at the high-tide line during low tides. Guidelines for scaling up the results to natural beaches are provided along with an example.
引用
收藏
页码:616 / 623
页数:8
相关论文
共 27 条
[1]  
Bear J., 1988, DYNAMICS FLUIDS PORO
[2]   Exact analytical expressions for the piezometric profile and water exchange between stream and groundwater during and after a uniform rise of the stream level [J].
Boufadel, MC ;
Peridier, V .
WATER RESOURCES RESEARCH, 2002, 38 (07)
[3]   A numerical model for density-and-viscosity-dependent flows in two-dimensional variably saturated porous media [J].
Boufadel, MC ;
Suidan, MT ;
Venosa, AD .
JOURNAL OF CONTAMINANT HYDROLOGY, 1999, 37 (1-2) :1-20
[4]   Optimal nitrate concentration for the biodegradation of n-heptadecane in a variably-saturated sand column [J].
Boufadel, MC ;
Reeser, P ;
Suidan, MT ;
Wrenn, BA ;
Cheng, J ;
Du, X ;
Huang, THL ;
Venosa, AD .
ENVIRONMENTAL TECHNOLOGY, 1999, 20 (02) :191-199
[5]   Steady seepage in trenches and dams: Effect of capillary flow [J].
Boufadel, MC ;
Suidan, MT ;
Venosa, AD ;
Bowers, MT .
JOURNAL OF HYDRAULIC ENGINEERING, 1999, 125 (03) :286-294
[6]   A mechanistic study of nonlinear solute transport in a groundwater-surface water system under steady state and transient hydraulic conditions [J].
Boufadel, MC .
WATER RESOURCES RESEARCH, 2000, 36 (09) :2549-2565
[7]  
BOUFADEL MC, 1998, THESIS U CINCINNATI
[8]   2D VARIABLY SATURATED FLOWS: PHYSICAL SCALING AND BAYESIAN ESTIMATION [J].
Boufadel, Michel C. ;
Suidan, Makram T. ;
Venosa, Albert D. ;
Rauch, Christian H. ;
Biswas, Pratim .
JOURNAL OF HYDROLOGIC ENGINEERING, 1998, 3 (04) :223-231
[9]  
Brown A.C., 1990, ECOLOGY SANDY SHORES
[10]  
Dean R.G., 1984, WATER WAVE MECH ENG