1 |
Anderson, D. A., Tannehill, J. C., and Pletcher, R. H. (1984). Computational Fluid Mechanics and Heal Transfer, McGraw-Hill. New York.
|
2 |
Aral, M. M., Zhang, Y., and Jin, S. (1998). Application of relaxation scheme to wave propagation simulation in open-channel networks. J. Hyd. Engr., ASCE, 124(11), pp. 1125-1133.
DOI
ScienceOn
|
3 |
Arnold, J. G., Srinivasan, R., Muttiah, R. S., and Williams, J. R. (1998). Large area hydrologic modeling and assessment; part I: model development. J. Am. Water Resour. Assoc., 34(1), pp. 73-89.
DOI
ScienceOn
|
4 |
Crockford, R. H. and Willett, I. R. (2000). The Maude Weir Sediments. I. Desorption and sorption of phosphorus. and related changes in mineral magnetic properties after desorption. Hydrol. Process., 14, pp. 2383-2392.
DOI
ScienceOn
|
5 |
Di Toro, D. M., Fitzpatrick, J. J., and Thomann, R. V. (1981. rev. 1983). Water Quality Analysis Simulation Program (WASP) and Model Verification Program (MVP) - Documentation. Hydroscience, Inc., Westwood, NY, for U.S. EPA, Duluth, MN, Contract No. 68-01-3872.
|
6 |
Jakeman, A. J., Green, T. R., Beavis. S. G., Zhang, L., Dietrich, C. R., and Crapper, P. F. (1999). Modelling upland and instream erosion, sediment and phosphorus transport in a large catchment. Hydrol. Process., 13, pp. 745-752.
DOI
ScienceOn
|
7 |
Kim, K. (2005). Sediment and phosphorus transport in a river channel under unsteady now conditions. USA, Ph.D. dissertation, Univ. of IIlinois-UC, Urbana, IL.
|
8 |
Kim, K., Kalita, P. K., Bowes, M. J., and Eheart, J. W. (2006). Modeling of river dynamics of phosphorus under unsteady flow conditions. Water Resour. Res., 42. W07413, doi:10.1029/2005WR004210.
DOI
|
9 |
Novotny, V., Tran, H., Simsiman, G. V., and Chesters, G. (1978). Mathematical modeling of land runoff contaminated by phosphorus. Journal WPCF. pp. 101-112.
|
10 |
Sharpley, A. N., Kleinman, P. J. A., McDowell, R. W., Gitau. M., and Bryant, R. B. (2002). Modeling phosphorus transport in agricultural watersheds: Processes and possibilities. J. Soil and Water Conser., 57(6), pp. 425-439.
|
11 |
Singh, V. P. (1996). Kinematic Wave Modeling in Warer Resources: Surface-Water Hydrology, John Wiley and Sons, New York.
|
12 |
van Nlekerk, A., Vogel, K. R., Slingerland, R. L., and Bridge, J. S. (1992). Routing or heterogeneous sediments over movable bed: Model development. J. Hyd. Engr., ASCE, 118(2), pp. 247-262.
|
13 |
van Rijn, L. C. (1984). Sediment transport. part II: suspended load transport. J. Hyd. Eng., ASCE, 110(11), pp. 1613-1641.
DOI
ScienceOn
|
14 |
Wade, A. J., Hornberger, G. M., Whitehead, P. G., Jarvie, H. P., and Flynn, N. (2001). On modeling the mechanisms thai control in-stream phosphorus, macrophyte, and epiphyte dynamics: An assessment of a new model using general sensitivity analysis. Waler Resow. Res., 37(11), pp. 2777-2792.
DOI
ScienceOn
|
15 |
Zhang, R., Huang. K., and van Genuchten, M. T. (1993). An efficient Eulerian-Lagrangian method for solving solute transport problems in steady and transient now fields. Waler Resour. Res., 29(12), pp. 4131-4138.
DOI
ScienceOn
|
16 |
Zhang, Y, and Aral, M, M. (2004). Solute transport in open-channel networks in unsteady flow regime. Environ. Fluid Mech., 4(3). pp. 225-247.
|
17 |
Ziegler, C. K. and Lick, W. (1986). A numerical model of the resuspension, deposition and transport of fine-grained sediments in shallow water, UCSB Rep. ME-86-3, University of California, Santa Barbara, CA.
|
18 |
Ziegler, C. K. and Nisbet, B. S. (1994). Fine-Grained Sediment Transport in Pawtuxet River. Rhode Island. J. Hyd. Engr., ASCE, 120(5), pp. 561-576.
DOI
ScienceOn
|