Department of Civil & Environmental Engineering
Clarkson University

Journal Papers

Weiming Wu and Qianru Lin (2015). “A 3-D implicit finite-volume model of shallow water flows.” Advances in Water Resources, 83(2015), 263-276, doi:10.1016/ j.advwatres.2015.06.008.

Reza Marsooli and Weiming Wu (2015). “3-D finife-volume model of dam-break flow over movable beds.” Journal of Hydraulic Engineering, ASCE, 141(1), 04014066, 1–12, DOI: 10.1061/(ASCE)HY.1943-7900.0000947.

Reza Marsooli and Weiming Wu (2014). “Numerical investigation of wave attenuation by vegetation using a 3D RANS model.” Advances in Water Resources, 74(2014), 245-257. doi:10.1016/j.advwatres.2014.09.012.

Weiming Wu and Qianru Lin (2014). “Nonuniform sediment transport under non-breaking waves and currents.” Coastal Engineering, 90, 1–14, http://dx.doi.org/10.1016/j.coastaleng.2014.04.006 0378-3839.

Weiming Wu (2014). “A 3-D phase-averaged model for shallow water flow with waves in vegetated water.” Ocean Dynamics, 64(7), 1061-1071.

Reza Marsooli and Weiming Wu (2014). “3-D finite-volume model of dam-break flow over uneven beds based on VOF method.” Advances in Water Resources, 70, 104–117, http://dx.doi.org/10.1016/j.advwatres.2014.04.020 0309-1708.

Yavuz Ozeren, Daniel Wren, and Weiming Wu (2014). “Experimental investigation of wave attenuation through model and live vegetation.” Journal of Waterway, Port, Coastal, and Ocean Engineering (ASCE), published online, DOI: 10.1061/(ASCE)WW.1943-5460.0000251..

Qianru Lin and Weiming Wu (2013). “A one-dimensional model of mixed cohesive and non-cohesive sediment transport in open channels.” Journal of Hydraulic Research, IAHR, 51(5), 506–517, DOI: 10.1080/00221686.2013.812046.

Weiming Wu (2013). “Simplified physically-based model of earthen embankment breaching”, Journal of Hydraulic Engineering, ASCE, 139(8), 837–851.

Mingliang Zhang, Zining Hao, Yunpeng Zhang, and Weiming Wu (2013). “Numerical simulation of solitary and random wave propagation through vegetation based on VOF method.” Acta Oceanologica Sinica, 32(7), 38–46. DOI: 10.1007/s13131-013-0330-4.

Weiming Wu, Mingliang Zhang, Yavuz Ozeren, and Daniel Wren (2013). “Analysis of vegetation effect on waves using a vertical 2-D RANS model.” Journal of Coastal Research, 29(2), 383–397.

Mingliang Zhang, Weiming Wu, Lihwa Lin, and J. Yu (2012). “Coupling of wave and current numerical model with unstructured quadtree grid for nearshore coastal waters.” Science China - Technological Sciences, 55(2), 568–580.

IAHR Working Group for dam-break flows over mobile beds: (Sandra Soares-Frazão, Ricardo Canelas, Zhixian Cao, Luis Cea, Hanif M. Chaudhry, Andres Die Moran, Kamal El Kadi, Rui Ferreira, Ignacio Fraga Cadórniga, Noemi Gonzalez-Ramirez, Massimo Greco, Wei Huang, Jasim Imran, Jérôme Le Coz, Reza Marsooli, André Paquier, Gareth Pender, Marianeve Pontillo, Jeronimo Puertas, Benoit Spinewine, Catherine Swartenbroekx, Ryota Tsubaki, Catherine Villaret, Weiming Wu, Zhiyuan Yue & Yves Zech) (2012): Dambreak flows over mobile beds: experiments and benchmark tests for numerical models, Journal of Hydraulic Research, IAHR, 50(4), 364–375.
Weiming Wu and Reza Marsooli (2012). “A depth-averaged 2-D shallow water model for breaking and non-breaking long waves affected by rigid vegetation.” Journal of Hydraulic Research, IAHR, 50(6), 558–575.

Soumendra N. Kuiry, Weiming Wu, and Yan Ding (2012). “A one-dimensional shock-capturing model for long wave run-up on sloping beaches.” Journal of Hydraulic Engineering, Indian Society for Hydraulics, 18(2), 65–79.

Weiming Wu, Reza Marsooli and Zhiguo He (2012). “A depth-averaged two-dimensional model of unsteady flow and sediment transport due to non-cohesive embankment break/breaching.” Journal of Hydraulic Engineering, ASCE, 138(6), 503–516.

ASCE/EWRI Task Committee on Dam/Levee Breaching (Weiming Wu as the Committee Chair and corresponding author) (2011). “Earthen embankment breaching,” Journal of Hydraulic Engineering, ASCE, 137(12), 1549–1564.

Mingliang Zhang and Weiming Wu (2011). “A two dimensional hydrodynamic and sediment transport model for dam break based on finite volume method with quadtree grid,” Applied Ocean Research, Elsevier, 33, 297–308.

Christopher W. Reed, Mitchell E. Brown, Alejandro Sanchez, Weiming Wu, and Adele M. Buttolph (2013). “The Coastal Modeling System flow model (CMS-Flow): Past and Present.” Journal of Coastal Research, Special Issue: 59, pp. 1–6.

Alejandro Sanchez and Weiming Wu (2011). “A non-equilibrium sediment transport model for coastal inlets and navigation channels,” Journal of Coastal Research, Special Issue, No. 59, pp. 39–48.

Weiming Wu, Alejandro Sanchez, and Mingliang Zhang (2011). “An implicit 2-D shallow water flow model on unstructured quadtree rectangular mesh,” Journal of Coastal Research, Special Issue, No. 59, pp. 15–26.

Zhiguo He and Weiming Wu (2009). “A physically-based integrated numerical model for flow, upland erosion, and contaminant transport in surface-subsurface systems,” Science in China, Series E - Technological Sciences, 52(11), 3391–3400, doi: 10.1007/s11431-009-0335-6.

Weiming Wu and Zhiguo He (2009). “Effects of vegetation on flow conveyance and sediment transport capacity,” Int. J. Sediment Research, 24(3), 247–259.

Zhiguo He, Weiming Wu, and F. Douglas Shields, Jr. (2009). “Numerical analysis of effects of large wood structures on channel morphology and fish habitat suitability in a southern U.S. sandy creek,” J. Ecohydrology, Wiley-Blackwell, 2, pp. 370–380, August.

Weiming Wu (2009). Book review of Sedimentation Engineering – Processes, Measurements, Modeling, and Practice (ASCE Manuals and Reports on Engineering Practice No. 110), J. Hydraulic Eng., ASCE, 135(6), 536–537.

Zhiguo He, Weiming Wu, and Sam S.Y. Wang (2009). “An integrated two-dimensional surface and three-dimensional subsurface contaminant transport model considering soil erosion and sorption,” J. Hydraulic Eng., ASCE, 135(12), 1028–1040.

Shields, Jr., F. D., S. R. Pezeshki, G. V. Wilson, W. Wu, and S. M. Dabney (2008). “Rehabilitation of an incised stream with plant materials: the dominance of geomorphic processes,” Ecology and Society 13(2): 54. [online] URL: http://www.ecologyandsociety.org/vol13/iss2/art54/

Zhiguo He, Weiming Wu, and Sam S.Y. Wang (2008). “Coupled finite-volume model for 2-D surface and 3-D subsurface flows,” J. Hydrologic Eng., ASCE, 13(9), 835–845.

Weiming Wu and Sam S.Y. Wang (2008). “One-dimensional explicit finite-volume model for sediment transport with transient flows over movable beds,” J. Hydraulic Research, IAHR, 46(1), 87–98.

Sean J. Bennett, Weiming Wu, Carlos V. Alonso, and Sam S. Y. Wang (2008). “Modeling fluvial response to in-stream woody vegetation: implications for stream corridor restoration,” Earth Surface Processes and Landforms, 33(6), 890–909.

Weiming Wu and Sam S.Y. Wang (2007). “One-dimensional modeling of dam-break flow over movable beds,” J. Hydraulic Eng., ASCE, 133(1), 48–58.

Weiming Wu and Sam S. Y. Wang (2006). “Formulas for sediment porosity and settling velocity,” J. Hydraulic Eng., ASCE, 132(8), 858–862.

Weiming Wu, Mustafa Altinakar, and Sam S.Y. Wang (2006). “Depth-average analysis of hysteresis between flow and sediment transport under unsteady conditions,” Int. J. Sediment Research, 21(2), 101–112.

Weiming Wu and Sam S.Y. Wang (2005). “Empirical-numerical analysis of headcut migration,” Int. J. Sediment Research, 20(3), 233–243.

Weiming Wu, F. Douglas Shields, Jr., Sean J. Bennett, and Sam S.Y. Wang (2005). “A depth-averaged 2-D model for flow, sediment transport and bed topography in curved channels with riparian vegetation,” Water Resources Research, AGU, 41(W03015), p. 15.

Sam S.Y. Wang and Weiming Wu (2005). “Computational Simulation of River Sedimentation and Morphology – A Review of the State of the Art,” Int. J. Sediment Research, 20(1), 7–29.

Weiming Wu and Sam S.Y. Wang (2004). “Depth-averaged 2-D calculation of flow and sediment transport in curved channels,” Int. J. Sediment Research, 19(4), 241–257.

Weiming Wu and Sam S.Y. Wang (2004). “Depth-averaged 2-D calculation of tidal flow, salinity and cohesive sediment transport in estuaries,” Int. J. Sediment Research, 19(3), 172–190. 

Weiming Wu (2004). “Depth-averaged 2-D numerical modeling of unsteady flow and nonuniform sediment transport in open channels,” J. Hydraulic Eng., ASCE, 130(10), 1013–1024. 

Weiming Wu, Dalmo A. Vieira, and Sam S.Y. Wang (2004). “A 1-D numerical model for nonuniform sediment transport under unsteady flows in channel networks,” J. Hydraulic Eng., ASCE, 130(9), 914–923.

Weiming Wu, Enhui Jiang, and Sam S.Y. Wang (2004). “Depth-averaged 2-D calculation of flow and sediment transport in the Lower Yellow River,” Int. J. River Basin Management, IAHR, 2(1).

Weiming Wu, Pingyi Wang, and Nobuyuki Chiba (2004). “Comparison of five depth-averaged 2-D turbulence models for river flows,” Archives of Hydro-Engineering and Environmental Mechanics, Polish Academy of Science, 51(2), 183–200. 

Weiming Wu, Wolfgang Rodi, and Thomas Wenka (2000). “3-D numerical modeling of water flow and sediment transport in open channels,” J. Hydraulic Eng., ASCE, 126(1), 4–15.

Weiming Wu and Sam S.Y. Wang (2000). “Mathematical models for liquid-solid two-phase flow,” Int. J. Sediment Research, 15(3), 288–298.

Weiming Wu, Sam S.Y. Wang, and Yafei Jia (2000). “Nonuniform sediment transport in alluvial rivers,” J. Hydraulic Research, IAHR, 38(6), 427–434.

Weiming Wu and Sam S.Y. Wang (1999). “Movable bed roughness in alluvial rivers,” J. Hydraulic Eng., ASCE, 125(12), 1309–1312.

Fenglian Qiu and Weiming Wu (1996). “The analysis of incoming flow and sediment conditions as well as channel morphological changes in Wuhan reach of the Yangtze River,” J. Sediment Research, No. 2, pp. 56–61 (in Chinese).

Weiming Wu (1996). “General coordinate transformation and its application to river numerical modeling,” J. Sediment Research, No. 2, pp. 92–100 (in Chinese).

Yunhui Wang and Weiming Wu (1995). “Influences of human disturbances on river environment,” J. Water Conservancy and Hydraulic Power in Northeast China, No. 3, pp. 11–17 (in Chinese).

Weiming Wu, Chunyan Hu, and Guolu Yang (1995). “Horizontal two-dimensional numerical model for water flow and sediment transport,” Chinese J. Hydraulic Eng., No.10, pp. 40–46 (in Chinese).

Weiming Wu and Yitian Li (1993). “The study of nonuniform sediment transport capacity,” J. Sediment Research, No. 4, pp. 81–88 (in Chinese).

Weiming Wu (1992). “A laterally-averaged vertical two-dimensional mathematical model of water flow,” J. Wuhan University of Hydraulic and Electric Engineering, Supplement, pp. 14–19 (in Chinese).

Weiming Wu and Yitian Li (1992). “A new one-dimensional numerical modeling method for river flow and sedimentation,” J. Sediment Research, No. 1, pp. 1–8 (in Chinese).

Weiming Wu and Yitian Li (1991). “On the nesting problems of one- and two-dimensional mathematical models for river flow and sediment motion,” J. Wuhan University of Hydraulic and Electric Engineering, 24(5), 539–545 (in Chinese). 

Jianhen Xie, Yitian Li, and Weiming Wu (1989). “Numerical modeling of the reciprocating flow in the Sanjiang downstream approach channel of Gezhouba Project,” J. Research Institute of Yangtze River, No. 3, pp. 1–9 (in Chinese).