Geoscience Reference
In-Depth Information
Wu, W. (1991) 'The study and application of 1-D, horizontal 2-D and their nesting mathemat-
ical models for sediment transport',
Ph.D. Dissertation
, Wuhan University of Hydraulic
and Electric Eng., Wuhan, China (in Chinese).
Wu, W. (1992) 'A laterally-averaged vertical two-dimensional mathematical model of water
flow',
J. Wuhan Univ. of Hydraulic and Electric Eng.
, Supplement, 14-19 (in Chinese).
Wu, W. and Li, Y. (1992) 'One- and two-dimensional nesting mathematical model for river flow
and sedimentation',
Proc. Fifth Int. Symp. on River Sedimentation
, Karlsruhe, Germany,
Vol. 1, 547-554.
Wu, W. (1993) 'High-order difference schemes of one-dimensional convection, diffusion and
convection-diffusion equations',
Proc. 1993 Chinese Conference on Hydrodynamics
,
Qinghuangdao, China, pp. 53-59.
Wu, W., Hu, C. and Yang, G. (1995) 'Horizontal two-dimensional numerical model for water
flow and sediment transport',
Chinese J. Hydraulic Eng.
, Chinese Assoc. of Hydr. Eng.,
No. 10, 40-46.
Wu, W. (1996a) 'Unsteady coordinate transformations and adaptive grid techniques for mov-
able boundary flows',
Proc. Third Asian-Pacific Conference on Computational Mechanics
,
Seoul, Korea.
Wu, W. (1996b) 'Numerical methods on irregular quadrilateral grid',
Proc. Second Int. Conf.
on Hydrodynamics
, Hong Kong.
Wu, W. and Wenka, T. (1998) '3-D calculation of bed morphology in the case of bed load
transport',
Proc. Third Int. Conf. on Hydroscience and Eng.
, Cottbus/Berlin, Germany
(on CD-ROM).
Wu, W. and Wang, S.S.Y. (1999) 'Movable bed roughness in alluvial rivers',
J. Hydraulic Eng.
,
ASCE, 125(12), 1309-1312.
Wu, W. and Wang, S.S.Y. (2000) 'Mathematical models for liquid-solid two-phase flow',
Int.
J. Sediment Res.,
15(3), 288-298.
Wu, W., Rodi, W. and Wenka, T. (2000a) '3D numerical modeling of flow and sediment
transport in open channels',
J. Hydraulic Eng.
, ASCE, 126(1), 4-15.
Wu, W., Wang, S.S.Y. and Jia, Y. (2000b) 'Nonuniform sediment transport in alluvial rivers',
J. Hydr. Res.
, IAHR, 38(6), 427-434.
Wu, W. and Vieira, D.A. (2002) 'One-dimensional channel network model CCHE1D 3.0
- Technical manual',
Technical Report No. NCCHE-TR-2002-1
, National Center for
Computational Hydroscience and Engineering, University of Mississippi, USA.
Wu, W. (2004) 'Depth-averaged 2-D numerical modeling of unsteady flow and nonuniform
sediment transport in open channels',
J. Hydraulic Eng.
, ASCE, 135(10), 1013-1024.
Wu, W., Vieira, D.A. and Wang. S.S.Y. (2004a) 'One-dimensional numerical model for nonuni-
form sediment transport under unsteady flows in channel networks',
J. Hydraulic Eng.
,
ASCE, 130(9), 914-923.
Wu, W., Wang, P. and Chiba, N. (2004b) 'Comparison of five depth-averaged 2-D turbulence
models for river flows',
Archives of Hydro-Eng. and Environ. Mechanics
, Polish Academy
of Science, 51(2), 183-200.
Wu, W. and Wang, S.S.Y. (2004a) 'Depth-averaged 2-D calculation of flow and sediment
transport in curved channels',
Int. J. Sediment Res.
, 19(4), 241-257.
Wu, W. and Wang, S.S.Y. (2004b) 'Depth-averaged numerical modeling of flow and sed-
iment transport in open channels with vegetation',
Riparian Vegetation and Fluvial
Geomorphology
, S.J. Bennett and A. Simon (eds.), AGU, 253-265.
Wu, W. and Wang, S.S.Y. (2004c) 'Depth-averaged 2-D calculation of tidal flow, salinity and
cohesive sediment transport in estuaries',
Int. J. Sediment Res
., 19(3), 172-190.
Wu, W., Shields, F.D. Jr., Bennett, S.J. andWang, S.S.Y. (2005) 'A depth-averaged 2-Dmodel for
flow, sediment transport and bed topography in curved channels with riparian vegetation',
Water Resources Res.
, AGU, 41, W03015.