Numerical Modeling of Sediment Transport and Its Effect on Algal Biomass Distribution in Lake Pontchartrain Due to Flood Release from Bonnet Carré Spillway
In order to protect the city of New Orleans from the Mississippi River
flooding, the Bonnet Carré Spillway (BCS) was constructed from 1929 to 1936 to
divert flood water from the river into Lake Pontchartrain and then into the
Gulf of Mexico. During the BCS opening for flood release, large amounts of
freshwater, nutrients, sediment, etc. were discharged into Lake Pontchartrain,
and caused a lot of environmental problems. To evaluate the environmental
impacts of the flood water on lake ecosystems, a two-dimensional numerical
model was developed based on CCHE2D and applied to simulate the flow
circulation, sediment transport and algal biomass distribution in Lake
Pontchartrain. The effect of sediment concentration on the growth of algae was
considered in the model. The numerical model was calibrated using field
measured data provided by USGS, and then it was validated by the BCS Opening
Event in 1997. The simulated results were generally in good agreement with
filed data and satellite imagery. The field observation and numerical model
show that during the spillway opening for flood release, the sediment
concentration is very high, which greatly restricts the growth of algae, so
there is no algal bloom observed in the lake. After the closure of BCS, the
sediment concentration in the lake reduces gradually, and the nutrient
concentration of the lake is still high. Under these conditions, numerical
results and satellite imagery showed that the chlorophyll concentration was
high and algal bloom might occur.
References
[1]
Penland, S., Beall, A. and Kindinger, J. (2002) Environmental Atlas of the Lake Pontchartrain Basin, USGS Open File Report 02-206.
[2]
Jia, Y., Chao, X., Zhang, Y. and Zhu, T. (2013) Technical Manual of CCHE2D, Version4.1, NCCHE-TR-02-2013.
[3]
Smagorinsky, J. (1993) Large Eddy Simulation of Complex Engineering and Geophysical Flows. In: Galperin, B. and Orszag S.A., Eds., Evolution of Physical Oceanography, Cambridge University Press, Cambridge, 3-36.
[4]
Jia, Y. and Wang, S.S.Y. (1999) Numerical Model for Channel Flow and Morphological Change Studies. Journal of Hydraulic Engineering, 125, 924-933. http://dx.doi.org/10.1061/(ASCE)0733-9429(1999)125:9(924)
[5]
Jia, Y., Wang, S.Y.Y. and Xu, Y. (2002) Validation and Application of a 2D Model to Channels with Complex Geometry. International Journal of Computational Engineering Science, 3, 57-71. http://dx.doi.org/10.1142/S146587630200054X
[6]
Wu, W. (2008) Computational River Dynamics. Taylor & Francis Group, London.
[7]
Koutitas, C. and O’Connor, B. (1980) Modeling Three-Dimensional Wind-Induced Flows. Journal of Hydraulic Engineering, 106, 1843-1865.
[8]
Jin, K.R., Hamrick, J.H. and Tisdale, T. (2000) Application of Three Dimensional Hydrodynamic Model for Lake Okeechobee. Journal of Hydraulic Engineering, 126, 758-771. http://dx.doi.org/10.1061/(ASCE)0733-9429(2000)126:10(758)
[9]
Huang, W. and Spaulding, M. (1995) 3D Model of Estuarine Circulation and Water Quality Induced by Surface Discharges. Journal of Hydraulic Engineering, 121, 300-311. http://dx.doi.org/10.1061/(ASCE)0733-9429(1995)121:4(300)
[10]
Rueda, F.J. and Schladow, S.G. (2003) Dynamics of Large Polymictic Lake. II: Numerical Simulations. Journal of Hydraulic Engineering, 129, 92-101. http://dx.doi.org/10.1061/(ASCE)0733-9429(2003)129:2(92)
[11]
Chao, X., Jia, Y. and Shields, D. (2004) Three Dimensional Numerical Simulation of Flow and Mass Transport in a Shallow Oxbow Lake. World Water & Environmental Resources Congress 2004, ASCE, Resyon, CD-Rom.
[12]
Cerco, C.F. and Cole, T. (1995) User’s Guide to the CE-QUAL-ICM: Three-Dimensional Eutrophication Model. Technical Report EL-95-1 5, U.S. Army Corps of Engineers, Vicksburg, MS.
[13]
Wool, T.M., et al. (2001) Water Quality Analysis Simulation Program (WASP) Version 6. User’s Manual, US Environmental Protection Agency, Atlanta, GA.
[14]
Chapra, S.C. (1997) Surface Water-Quality Modeling. The Mcgraw-Hill Companies, Inc, New York.
[15]
Chao, X., Jia, Y., Shields, D. and Wang, S.S.Y. (2007) Numerical Modeling of Water Quality and Sediment Related Processes. Ecological Modelling, 201, 385-397. http://dx.doi.org/10.1016/j.ecolmodel.2006.10.003
[16]
Zhang, Y. and Jia, Y. (2009) CCHE Mesh Generator and User’s Manual. Technical Report No. NCCHE-TR-2009-1, University of Mississippi.
[17]
Dortch, Q., Peterson, J. and Turner, R. (1998) Algal Bloom Resulting from the Opening of the Bonnet Carre Spillway in 1997. Fourth Bi-Annual Basics of the Basin Symposium. United States Geological Survey, 28-29.
[18]
McCorquodale, J.A., Georgiou, I. and Chilmakuri, C. (2004) Application of a 3-D Model to Assessing the Risk of an Algal Bloom. The 6th International Conference on Hydroscience and Engineering, Brisbane, 30 May-3 June 2004, CD-Rom.