Application of a three-dimensional eutrophication model for the Beijing Guanting Reservoir, China

The Beijing Guanting Reservoir (BGR) is located northwest of Beijing and has been an important water supply reservoir ever since the construction of a dam near the town of Guanting in 1954. As a result of excessive nutrients and organic carbon loadings from the drainage basin over the last several decades, the BGR suffers from eutrophication as well as other contamination problems and has not been used as a drinking water supply reservoir since 1997. As a management step to restore the reservoir's water quality, a numerical model was developed based on the environmental fluid dynamics code (EFDC) framework. The model simulated three phytoplankton species based on the observed cyanobacteria, green algae, and diatom concentrations in 2004 for the Yongding arm of the reservoir, which is separated from the rest of the reservoir by a sand bar. The model was calibrated with vertical temperature profiles as well as the observed chlorophyll a and nutrients concentrations in the water column. The calibrated model was further applied to investigate management scenarios, which include reduction in external loadings of nutrients with constructed wetlands, biomanipulation, and transferring water from CeTian Reservoir. All three scenarios can reduce the peak chlorophyll a levels in the reservoir. The background nutrients were high, and reducing the external nutrients was effective only after a reduction in background nutrients after phytoplankton growth. The biomanipulation and water transfer scenarios could also delay the occurrence of the peak chlorophyll a. Because the model was developed based on one year of data, the model can only reveal the short-term effects of applying the management scenarios. Future studies will consider the long-term processes, such as diagenesis, when data are available to predict the long-term effects of the scenarios.

[1]  T. Cole,et al.  User's guide to the CE-QUAL-ICM three-dimensional eutrophication model : release version 1.0 , 1995 .

[2]  P. Dillon,et al.  A Simple Method for Predicting the Capacity of a Lake for Development Based on Lake Trophic Status , 1975 .

[3]  Melvin J. Dubnick Army Corps of Engineers , 1998 .

[4]  Carl F. Cerco,et al.  Three‐Dimensional Eutrophication Model of Chesapeake Bay , 1993 .

[5]  Scott A. Wells,et al.  CE-QUAL-W2: A Two-dimensional, Laterally Averaged, Hydrodynamic and Water Quality Model, Version 3.5 , 2006 .

[6]  James J. Fitzpatrick,et al.  Water Quality Analysis Simulation Program (WASP) , 1900 .

[7]  Z. Ji,et al.  Sediment and Metals Modeling in Shallow River , 2002 .

[8]  K. Jin,et al.  Application of three-dimensional hydrodynamic model for lake Okeechobee , 2000 .

[9]  James L. Martin,et al.  THE WATER QUALITY ANALYSIS SIMULATION PROGRAM, WASP5 PART A: MODEL DOCUMENTATION , 1993 .

[10]  Ş. Elçi,et al.  Effects of Selective Withdrawal on Hydrodynamics of a Stratified Reservoir , 2009 .

[11]  John M. Hamrick,et al.  A Three-Dimensional Environmental Fluid Dynamics Computer Code : Theoretical and computational aspects , 1992 .

[12]  J. Shapiro,et al.  Biomanipulation: an ecosystem approach to lake restoration , 1975 .

[13]  N. Heaps,et al.  Three-dimensional coastal ocean models , 1987 .

[14]  Steven R. Davie,et al.  Development of Three-Dimensional Hydrodynamic and Water Quality Models to Support Total Maximum Daily Load Decision Process for the Neuse River Estuary, North Carolina , 2003 .

[15]  John M. Hamrick,et al.  A Three-Dimensional Hydrodynamic-Eutrophication Model (HEM-3D) : Description of water quality and sediment process submodels , 1995 .