Bridges
An experimental investigation of a horseshoe vortex induced by a bridge pier. Muzzammil M., Gangadharaiah T. and Gupta G. Jun., 109–119
Coastal engineering
The influence of impinging jets on hydraulic jumps. Yüksel Y., Günal M., Bostan T., Çevik E. and Çelikoğlu Y. Jun., 63–76
Dams, barrages & reservoirs
Ladybower Dam: upgrading in a national park. Macdonald A., Harwood S. D. R. and Vaughan P. R. Mar., 13–20
Developing countries
Privatising urban water services in developing countries. Njiru C. Sept., 123–130
Multi-stage filtration for developing world surface water treatment. Clarke B. A., Jones C. J., Evans H. L., Crompton J. L., Dorea C. C. and Bertrand S. Sept., 143–149
A physico-chemical water treatment system for relief agencies. Clarke B. A., Crompton J. L. & Luff R. Dec., 211–216
Economics & finance
Privatising urban water services in developing countries. Njiru C. Sept., 123–130
Embankments
Performance of flood embankments in England and Wales. Dyer M. Dec., 177–186
Environment
Ladybower Dam: upgrading in a national park. Macdonald A., Harwood S. D. R. and Vaughan P. R. Mar., 13–20
Anaerobic treatment of sulphate-enriched wastewaters. Freese L. H. and Stuckey D. C. Dec., 187–195
Floods & floodworks
Flooding scenarios due to levee breaking in the Po river. Aureli F. and Mignosa P. Mar., 3–12
Conveyance of a managed vegetated two-stage river channel. Sellin R. H. J. and van Beesten. Mar., 21–33
Performance-based management of flood defence systems. Dawson R., Hall J. and Davis J. Mar., 35–44
Flood hydrographs in open channels. Graf W. H. and Qu Z. Mar., 45–52
Simple modelling of dam failure in a natural river. Macchione F. and Viggiani G. Mar., 53–60
Velocity distribution in non-prismatic compound channels. Bousmar D. and Zech Y. Jun., 99–108
Design guidelines for alternative formed suction inlets. Werth D. E. and Cheek D. E. Sept., 151–158
Modelling turbulent turbulent flow in two-stage meandering channels. Rameshwaran P. and Naden P. S. Sept., 159–173
Performance of flood embankments in England and Wales. Dyer M. Dec., 177–186
Geotechnical engineering
Performance of flood embankments in England and Wales. Dyer M. Dec., 177–186
Hydraulics & hydrodynamics
Conveyance of a managed vegetated two-stage river channel. Sellin R. H. J. and van Beesten. Mar., 21–33
Flood hydrographs in open channels. Graf W. H. and Qu Z. Mar., 45–52
Simple modelling of dam failure in a natural river. Macchione F. and Viggiani G. Mar., 53–60
The influence of impinging jets on hydraulic jumps. Yüksel Y., Günal M., Bostan T., Çevik E. and Çelikoğlu Y. Jun., 63–76
Clear water scour at abutments. Dey S. and Barbhuiya A. K. Jun., 77–97
Velocity distribution in non-prismatic compound channels. Bousmar D. and Zech Y. Jun., 99–108
An experimental investigation of a horseshoe vortex induced by a bridge pier. Muzzammil M., Gangadharaiah T. and Gupta G. Jun., 109–119
Methods for predicting dispersion coefficients in rivers. Wallis S. G. and Manson J. R. Sept., 131–141
Design guidelines for alternative formed suction inlets. Werth D. E. and Cheek D. E. Sept., 151–158
Modelling turbulent turbulent flow in two-stage meandering channels. Rameshwaran P. and Naden P. S. Sept., 159–173
Modelling wind-induced currents currents in water basins. Koçyigit M. B. and Falconer R. A. Dec., 197–210
Hydrology & water resources
Modelling wind-induced currents currents in water basins. Koçyigit M. B. and Falconer R. A. Dec., 197–210
Mathematical modelling
Flooding scenarios due to levee breaking in the Po river. Aureli F. and Mignosa P. Mar., 3–12
Simple modelling of dam failure in a natural river. Macchione F. and Viggiani G. Mar., 53–60
Velocity distribution in non-prismatic compound channels. Bousmar D. and Zech Y. Jun., 99–108
Methods for predicting dispersion coefficients in rivers. Wallis S. G. and Manson J. R. Sept., 131–141
Modelling turbulent turbulent flow in two-stage meandering channels. Rameshwaran P. and Naden P. S. Sept., 159–173
Modelling wind-induced currents currents in water basins. Koçyigit M. B. and Falconer R. A. Dec., 197–210
Models (physical)
An experimental investigation of a horseshoe vortex induced by a bridge pier. Muzzammil M., Gangadharaiah T. and Gupta G. Jun., 109–119
Design guidelines for alternative formed suction inlets. Werth D. E. and Cheek D. E. Sept., 151–158
Public health
Multi-stage filtration for developing world surface water treatment. Clarke B. A., Jones C. J., Evans H. L., Crompton J. L., Dorea C. C. and Bertrand S. Sept., 143–149
A physico-chemical water treatment system for relief agencies. Clarke B. A., Crompton J. L. & Luff R. Dec., 211–216
Risks & probability analysis
Performance-based management of flood defence systems. Dawson R., Hall J. and Davis J. Mar., 35–44
River engineering
Clear water scour at abutments. Dey S. and Barbhuiya A. K. Jun., 77–97
Methods for predicting dispersion coefficients in rivers. Wallis S. G. and Manson J. R. Sept., 131–141
Sea defences
The influence of impinging jets on hydraulic jumps. Yüksel Y., Günal M., Bostan T., Çevik E. and Çelikoğlu Y. Jun., 63–76
Sewage treatment & disposal
Anaerobic treatment of sulphate-enriched wastewaters. Freese L. H. and Stuckey D. C. Dec., 187–195
Water supply
Ladybower Dam: upgrading in a national park. Macdonald A., Harwood S. D. R. and Vaughan P. R. Mar., 13–20
Privatising urban water services in developing countries. Njiru C. Sept., 123–130
Multi-stage filtration for developing world surface water treatment. Clarke B. A., Jones C. J., Evans H. L., Crompton J. L., Dorea C. C. and Bertrand S. Sept., 143–149
A physico-chemical water treatment system for relief agencies. Clarke B. A., Crompton J. L. & Luff R. Dec., 211–216
Waste management & disposal
Anaerobic treatment of sulphate-enriched wastewaters. Freese L. H. and Stuckey D. C. Dec., 187–195
Waterways & canals
Flooding scenarios due to levee breaking in the Po river. Aureli F. and Mignosa P. Mar., 3–12
Flood hydrographs in open channels. Graf W. H. and Qu Z. Mar., 45–52
Clear water scour at abutments. Dey S. and Barbhuiya A. K. Jun., 77–97
