[1]
|
E. D. Ongley, “Water Quality Management: Design, Financing and Sustainability Considerations-II,” World Bank’s Water Week Conference: Towards a Strategy for Managing Water Quality, Washington DC, 3-4 April 2000.
|
[2]
|
A. Elshorbagy and L. Ormsbee, “Object-Oriented Modeling Approach to Surface Water Quality Management,” Environmental Modeling & Software, Vol. 21, No. 5, 2006, pp. 689-698.
doi:10.1016/j.envsoft.2005.02.001
|
[3]
|
L. C. Brown and T. O. J. R. Barnwell, “The Enhanced Stream Water Quality Models QUAL2E and QUAL2E-UNCASP Documentation Manual,” US Environmental Protection Agency, Athens, 1987.
|
[4]
|
S. R. M. Yandamuri, S. M. Bhallamudi and K. Srinivasan, “Non-Uniform Flow Effect on Optimal Waste Load Allocation in Rivers,” Water Resources Management, Springer, Vol. 20, 2006, pp. 509-530.
|
[5]
|
A. Dhar and B. Datta, “Optimal Operation of Reservoirs for Downstream Water Quality Control Using Linked Simulation Optimization,” Journal of Hydraulic Process, Vol. 22, No. 6, 2008, pp. 842-853.
doi:10.1002/hyp.6651
|
[6]
|
K. I. Mumme, “Cyclic Control of Water Quality in Tidal River Segment,” Automatica, Vol. 15, 1979, pp. 47-57.
|
[7]
|
C. Fan, W. S. Wang and M. C. Liao, “Impact of Tidal Effects on Water Quality Simulation of Rivers Running through Urban Area a Case Study in North Taiwan,” International Society of Environmental Information Science, Vol. 5, 2007, pp. 409-414.
|
[8]
|
R. A. Maryott, “Optimal Groundwater Management Simulated Annealing,” Water Resources Research, Vol. 27, No. 10, 1991, pp. 2493-2508.
doi:10.1029/91WR01468
|
[9]
|
A. Vasan and K. S. Raju, “Comparative Analysis of Simulated Annealing, Simulated Quenching and Genetic Algorithms for Optimal Reservoir Operation,” Applied Soft Computing, Vol. 9, No. 1, 2009, pp. 274-281.
doi:10.1016/j.asoc.2007.09.002
|
[10]
|
M. H. Chaudhry, “Open Channel Flow,” 2nd Edition, Prentice Hall, New Jersey, 2008.
doi:10.1007/978-0-387-68648-6
|
[11]
|
J. H. Bikangaga and V. Nassehi, “Application of Computer Modeling Techniques to the Determination of Optimum Effluent Discharge Policies in Tidal Water System,” Water Resources, Vol. 29, No. 10, 1995, pp. 2367-2375.
|
[12]
|
R. L. Runkel, “Toward a Transport-Based Analysis of Nutrient Spiraling and Uptake in Streams,” Limnology and Oceanography: Methods, Vol. 5, 2007, pp. 50-62
|
[13]
|
J. D. Wang and K. L. Vassiliki, “Circulation on the Continental Shelf of the Southeastern United States Part II: Model Development and Application to a Tidal Flow,” Journal of Physical Oceanography, Vol. 14, No. 6, 1984, pp. 1013-1021.
|
[14]
|
H. B. Fischer, E. J. List, R. C. Y. Koh, J. Imberger and N. H. Brooks, “Mixing in Inland and Coastal Waters,” Academic, New York, 1979.
|
[15]
|
W. Seo and T. S. Cheong, “Predicting Longitudinal Dispersion Coefficient in Natural Streams,” Journal of Hydraulic Eng., Vol.124, No. 1, 1998, pp. 25-3.
|
[16]
|
S. C. Chapra, and R. P. Canale “Numerical Methods for Engineers,” 5th Edition, McGraw Hill, New York, 1988.
|
[17]
|
W. C. Liu, S. Y. Liu, M. H. Hsu and A.Y. Kuo, “Water Quality Modeling to Determine Minimum in Stream Flow for Fish Survival in Tidal Rivers,” Journal of Environmental Management, Vol.76, No. 4, 2005, pp. 293-308.
doi:10.1016/j.jenvman.2005.02.005
|
[18]
|
S. C. D. Kirkpatrick and G. M. P. Vecchi, “Optimization by Simulated Annealing,” Science New Series, Vol. 220 No. 4598, 1983, pp. 671-680.
|
[19]
|
J. L. Martin and S. C. MaCutcheon, “Hydrodynamics and Transport for Water Quality Modeling,” CRC Press, Inc., New York, 1999.
|
[20]
|
R. Dresnack and W. E. Dobbins, “Numerical Analysis of BOD and DO Profiles,” Journal of Sanitary Engineering Division (Proceeding of the ASCE), Vol. 94, No. 5, 1968, pp. 789-808.
|
[21]
|
D. D. Adrian and A. N. Alshawabkeh, “Analytical Dissolved Oxygen Models for Sinusoidally Varying BOD,” Journal of Hydrologic Engineering, Vol. 2, No. 4, 1997, pp. 180-187.
doi:10.1061/(ASCE)1084-0699(1997)2:4(180)
|
[22]
|
O. Onyejekwe and S. Toolsi, “Certain Aspects of Green Element Computational Model for BOD-DO Interaction,” Advances in Water Resources, Vol. 24, No. 2, 2001, pp. 125-131. doi:10.1016/S0309-1708(00)00048-8
|
[23]
|
S. V. N. Rao, S. M. Bhallamudi, B. S. Thandaveswara and V. Srinivasulu, “Planning Groundwater Development in Coastal Deltas with Paleo Channels,” Water Resources Management, Vol. 19, No. 5, 2004, pp. 625-639.
doi:10.1007/s11269-005-5604-y
|
[24]
|
K. Krishnaveni and V. Gowri, “Application of GIS in the Study of Mass Transport of Pollutants by Adyar and Cooum Rivers in Chennai (Madras), Tamil Nadu,” Environmental Monitoring and Assessment, Vol. 138, No. 1-3, 2008, pp. 41-47. doi:10.1007/s10661-007-9789-9
|
[25]
|
A. N. Rajkumar, R. Ramesh, R. Purvaja, J. Barnes and R. C. Upstill-Goddard, “Methane and Nitrous Oxide Fluxes in the Polluted Adyar River and Estuary, SE India,” Marine Pollution Bulletin, Vol. 56, No. 12, 2008, pp. 2043-2051.
|