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CHUTE SPILLWAY DESIGN CALCULATIONS = CALCULS POUR LA CONCEPTION DES DEVERSOIRS EN CHUTEELLIS J; PENDER G.1982; PROC.-INST. CIV. ENG. PART 2; ISSN 0307-8361; GBR; DA. 1982; VOL. 73-6; PP. 299-312; BIBL. 8 REF.Article

Computer modelling of graded sediments in riversSHVIDCHENKO, A. B; PENDER, G.Water management. 2008, Vol 161, Num 5, pp 289-297, issn 1741-7589, 9 p.Article

Initial motion of streambeds composed of coarse uniform sedimentsSHVIDCHENKO, A. B; PENDER, G.Proceedings of the Institution of Civil Engineers. Water, maritime and energy. 2000, Vol 142, Num 4, pp 217-227, issn 0965-0946Article

Numerical prediction of graded sediment transportPENDER, G; LI, Q.Proceedings of the Institution of Civil Engineers. Water, maritime and energy. 1996, Vol 118, Num 4, pp 237-245, issn 0965-0946Article

Introducing the Flood Risk Management Research ConsortiumPENDER, G.Water management. 2006, Vol 159, Num 1, pp 3-8, issn 1741-7589, 6 p.Article

Comparison of two hiding function formulations for non-uniform sediments transport calculationsPENDER, G; LI, Q.Proceedings of the Institution of Civil Engineers. Water, maritime and energy. 1995, Vol 112, Num 2, pp 127-135, issn 0965-0946Article

Limitations of traditional finite volume discretizations for unsteady computational fluid dynamicsMANSON, J. R; PENDER, G; WALLIS, S. G et al.AIAA journal. 1996, Vol 34, Num 5, pp 1074-1076, issn 0001-1452Article

Developing innovative problem solving skills in undergraduatesPENDER, G; STEWART, B; ERVINE, A et al.Proceedings of the Institution of Civil Engineers. Civil engineering. 1999, Vol 132, Num 2-3, pp 96-102, issn 0965-089XArticle

Numerical modelling of flood flows over irregular topographyWANG, X; CAO, Z; PENDER, G et al.Water management. 2010, Vol 163, Num 5, pp 255-265, issn 1741-7589, 11 p.Article

Integrating socio-economic analysis into decision-support methodology for flood risk management at the development scale (Scotland)HAYNES, H; HAYNES, R; PENDER, G et al.WEJ. 2008, Vol 22, Num 2, pp 117-124, issn 1747-6585, 8 p.Article

River-management issues in Scottish riversPENDER, G; SMART, D; HOEY, T. B et al.Journal of the Chartered Institution of Water and Environmental Management. 1998, Vol 12, Num 1, pp 60-65, issn 1360-4015Article

Experiments on the transport of graded sedimentWILLETTS, B. B; PENDER, G; MCEWAN, I. K et al.Proceedings of the Institution of Civil Engineers. Water, maritime and energy. 1998, Vol 130, Num 4, pp 217-225, issn 0965-0946Article

Three-dimensional hydrodynamics of meandering compound channelsMORVAN, H; PENDER, G; WRIGHT, N. G et al.Journal of hydraulic engineering (New York, N.Y.). 2002, Vol 128, Num 7, pp 674-682, issn 0733-9429Article

Supplementary data confirming the relationship between critical Shields stress, grain size and bed slopePENDER, G; SHVIDCHENKO, A.B; CHEGINI, A et al.Earth surface processes and landforms. 2007, Vol 32, Num 11, pp 1605-1610, issn 0197-9337, 6 p.Conference Paper

Using remotely sensed data to support flood modellingNEELZ, S; PENDER, G; VILLANUEVA, I et al.Water management. 2006, Vol 159, Num 1, pp 35-43, issn 1741-7589, 9 p.Article

Case Study of the Use of Remotely Sensed Data for Modeling Flood Inundation on the River Severn, U.KWRIGHT, N. G; VILLANUEVA, I; BATES, P. D et al.Journal of hydraulic engineering (New York, N.Y.). 2008, Vol 134, Num 5, pp 533-540, issn 0733-9429, 8 p.Article

Benchmarking 2D hydraulic models for urban floodingHUNTER, N. M; BATES, P. D; CROSSLEY, A. J et al.Water management. 2008, Vol 161, Num 1, pp 13-30, issn 1741-7589, 18 p.Article

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