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Ali K. H. M.see Burrows R. et al.

Alpar B.see Yuksel Y. et al.

Ashfaq A.see Webster P. and Ashfaq A.

Badr A.see Reeve D. and Badr A.

Bangesh H. D.seeDonaldson M.et al.

Bates P. D.see Wilson C. A. M. E. et al.

Baylar A. and Emiroglu M. E.

Air entrainment and oxygen transfer in a venturi. Sep., 249–255

Baylar A. and Emiroglu M. E.

Study of aeration efficiency at stepped channels. Sep., 257–263

Borghei S. M., Vatannia Z., Ghodsian M. and Jalili M. R.

Oblique rectangular sharp-crested weir. Jun., 185–191

Bradford R. B. and Marsh T. J.

Defining a network of benchmark catchments for the UK. Jun., 109–116

Burrows R., Ali K. H. M. and Okleston G.

Sewage discharge estimation from a flow-stick monitoring device. Discussion. Dec., 355–357

Burt M.see Samuels P. J. and Burt M.

Butler D., Davies J. W., Jefferies C. and Schütze M.

Gross solid transport in sewers. Jun., 175–183

Calenda G., Calvani L. and Mancini C. P.

Simulation of the great flood of December 1870 in Rome. Dec., 305–312

Calvani L.see Calenda G. et al.

Celikoglu Y.see Yuksel Y. et al.

Cevik E.see Yuksel Y. et al.

Champagne J.-Y.see Haider S. et al.

Chatterton J. B.see Hall J. W. et al.

Chiew Y. and Lim S.

Protection of bridge piers using a sacrificial sill. Mar., 53–62

Chowdhury J. U.see Tarekul Islam G. M. and Chowdhury J. U.

Clifforde I. T.see Crabtree R. W. et al.

Connorton B.see McIntyre et al.

Crabtree R. W., Dempsey P., Clifforde I. T., Quinn S., Henderson B. and Wilson A.

Integrated modelling of urban watercourses. Sep., 265–274

Cullen M.

Design consideration for improved dock mitre gates. Discussion. Dec., 358–359

Daniell W. E. and Taylor C. A.

Developing a numerical model for a UK intake tower seismic assessment. Mar., 63–72

Dargahi B.

Three-dimensional modelling of ship-induced flow and erosion. Jun., 193–204

Das M. M.see Sarma A. K. and Das M. M.

Davies J. W.see Butler D. et al.

Dawson R. J.see Hall J. W. et al.

Day R. A. Liriano S. L. and White W. R.

Effect of tailwater depth and model scale on scour at culvert outlets. Discussion. Dec., 360

Deakin R.see Hall J. W. et al.

Dempsey P.see Crabtree R. W. et al.

Donaldson M., Bangesh H. D. and Stacey D. B.

Swabi salinity control and reclamation project. Mar., 85–95

Ead S. A.see Rajaratnam N. and Ead S. A.

Emiroglu M. E.see Baylar A. and Emiroglu M. E.

Falconer R.see Harris E. et al.

Fawcett D. S.see Hoad H. S. et al.

Fenner R. A., Sweeting L. and Marriott M. J.

A new approach for directing proactive sewer maintenance. Discussion. Sep., 292–294

Gerodetti M. and Ruefenacht H.

The renewal of a large water intake pipeline at Lake Geneva. Mar., 13–22

Ghodsian M.see Borghei S. M. et al.

Gilham A. M.see Hoad H. S. et al.

Gouldby B.see Sutherland J. and Gouldby B.

Grace R. A.

An unusual marine outfall off central California, USA. Discussion. Sep., 285–289

Haider S., Pacquier A., Morel R. and Champagne J.-Y.

Urban flood modelling using computational fluid dynamics. Jun., 129–135

Hall J. W., Dawson R. J., Sayers P. B., Rosu C., Chatterton J. B. and Deakin R.

A methodology for national-scale flood risk assessment. Sep., 235–247

Harris E., Falconer R., Kay D. and Stapleton C.

Development of a modelling tool to quantify faecal indicator levels in Cardiff Bay. Discussion. Sep., 291

Hedges T. S.

Regression and dimensional analysis in coastal engineering: some pitfalls. Discussion. Jun., 214

Henderson B.see Crabtree R. W. et al.

Hoad H. S., Gilham A. M. and Fawcett D. S.

Chichester emergency flood alleviation project, winter 2000/ 2001. Dec., 297–304

Hoey T.see Miko M. et al.

Iglesias G. and Negro V.

An engineering approach to wave propagation. Jun., 165–174

Jalili M. R.see Borghei S. M. et al.

Jefferies C.see Butler D. et al.

Kamula R.see Sallanko J. et al.

Kawahara Y.seeWeerakoon S. B.et al.

Kay D.see Harris E. et al.

Kiara A.see Memos C. D. et al.

Knight D. W., Tang X. and Samuels P. G.

Wave-speed–discharge relationship from cross-section survey. Discussion. Sep., 290

Knight D. W.see also Stirling M. and Knight D. W.

Lambert M. F.see O’ Sullivan J. J. et al.

Lees M.see McIntyre et al.

Lim S.see Chiew Y. and Lim S.

Liriano S. L.see Day R. A. et al.

Lyness J. F.see O’ Sullivan J. J. et al.

Mancini C. P.see Calenda G. et al.

Marriott M. J.see Fenner R. A. et al.

Marsh T. J.see Bradford R. B. and Marsh T. J.

McIntyre N., Lees M., Wheater H., Onof C. and Connorton B.

Evaluation and visualisation of risk to water resources. Mar., 111

Memos C. D., Kiara A. and Pavlidis E.

Coupled seismic response analysis of rubble-mound breakwaters. Mar., 23–31

Miko M., Pender G., Hoey T., Shvidchenko A. and Petkovek G.

Numerical simulation of graded sediment transport. Mar., 47–51

Morel R.see Haider S. et al.

Myers W. R. C.see O’ Sullivan J. J. et al.

Negro V.see Iglesias G. and Negro V.

O'Sullivan J. J., Myers W. R. C., Lyness J. F. and Lambert M. F.

Discharge assessment in mobile-bed compound meandering channels. Dec., 313323

Okleston G.see Burrows R. et al.

Olsen N. R. B.see Wilson C. A. M. E. et al.

Onof C.see McIntyre et al.

Ozguven O.see Yuksel Y. et al.

Pacquier A.see Haider S. et al.

Pavlidis E.see Memos C. D. et al.

Pender G.see Miko M. et al.

Petkovek G.see Miko M. et al.

Quinn S.see Crabtree R. W. et al.

Rajaratnam N. and Ead S. A.

A note on uniform open channel flow in circular pipes. Mar., 97–99

Rameshwaran P. and Shiono K.

Computer modelling of two-stage meandering channel flows. Dec., 325–339

Reeve D. and Badr A.

Performance of sandbags for domestic flood defence. Dec., 341–349

Röpelinen J.see Sallanko J. et al.

Rosu C.see Hall J. W. et al.

Ruefenacht H.see Gerodetti M. and Ruefenacht H.

Sallanko J., Kamula R. and Röpelinen J.

Use of calcium carbonate as a wet contact filter. Sep., 275–279

Samuels P. G. and Burt M.

A new joint probability appraisal of flood risk. Discussion. Jun., 215–216

Samuels P. G.see also Knight D. W. et al.

Sarma A. K. and Das M. M.

Analytical solution of a flood wave resulting from dike failure. Mar., 4145

Sayers P. B.see Hall J. W. et al.

Schütze M.see Butler D. et al.

Shiono K.see Rameshwaran P. and Shiono K.

Shiono K.see also Spooner J. and Shiono K.

Shrivastava G. S.

Water resources and food security: a Caribbean case study. Dec., 351–353

Shvidchenko A.see Miko M. et al.

Spooner J. and Shiono K.

Modelling of meandering channels for overbank flow. Sep., 225–233

Stacey D. B.seeDonaldson M.et al.

Stapleton C.see Harris E. et al.

Stirling M. and Knight D. W.

Resistance and boundary shear in circular conduits with flat beds running part full. Discussion. Jun., 211–213

Stoesser T.see Wilson C. A. M. E. et al.

Sutherland J. and Gouldby B.

Vulnerability of coastal defences to climate change. Jun., 137–145

Sweeting L.see Fenner R. A. et al.

Tamai N.seeWeerakoon S. B.et al.

Tang X.see Knight D. W. et al.

Tarekul Islam G. M. and Chowdhury J. U.

Hydraulic characteristics of the Jamuna River gauging section, Bangladesh. Sep., 219–224

Taylor C. A.see Daniell W. E. and Taylor C. A.

van Drimmelen N. J.

Dredging on the Lower Danube in Romania. Technical Note. Jun., 205–210

Vatannia Z.see Borghei S. M. et al.

Webster P. and Ashfaq A.

Comparison of UK flood event characteristics with design guidelines. Mar., 33–40

Weerakoon S. B., Tamai N. and Kawahara Y.

Depth-averaged flow computation at a river confluence. Mar., 73–83

Wheater H.see McIntyre et al.

White W. R.see Day R. A. et al.

Wilson A.see Crabtree R. W. et al.

Wilson C. A. M. E., Stoesser T., Olsen N. R. B. and Bates P. D.

Application and validation of numerical codes in the prediction of compound channel flows. Jun., 117–128

Yalciner A. C.see Yuksel Y. et al.

Yen B. C.

On establishing uniform channel flow with tail gate. Technical note. Sep., 281–283

Yuksel Y., Alpar B., Yalciner A. C., Cevik E., Ozguven O. and Celikoglu Y.

Effects of the eastern Marmara earthquake on marine structures and coastal areas. Jun., 147–163

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