Bridges
Protection of bridge piers using a sacrificial sill. Chiew Y. and Lim S. Mar., 53–62
Coastal engineering
Effects of the eastern Marmara earthquake on marine structures and coastal areas. Yuksel Y., Alpar B., Yalciner A. C., Cevik E., Ozguven O. and Celikoglu Y. Jun., 147–163
Vulnerability of coastal defences to climate change. Sutherland J. and Gouldby B. Jun., 137–145
Dams, barrages & reservoirs
Developing a numerical model for a UK intake tower seismic assessment. Daniell W. E. and Taylor C. A. Mar., 63–72
Design methods & aids
An engineering approach to wave propagation. Iglesias G. and Negro V. Jun., 165–174
Docks & harbours
Coupled seismic response analysis of rubble-mound breakwaters. Memos C. D., Kiara A. and Pavlidis E. Mar., 23–31
Drainage & irrigation
Oblique rectangular sharp-crested weir. Borghei S. M., Vatannia Z., Ghodsian M. and Jalili M. R. Jun., 185–191
Swabi salinity control and reclamation project. Donaldson M., Bangesh H. D. and Stacey D. B. Mar., 85–95
Dredging
Dredging on the Lower Danube in Romania. van Drimmelen N. J. Technical Note. Jun., 205–210
Embankments
Analytical solution of a flood wave resulting from dike failure. Sarma A. K. and Das M. M. Mar., 41–45
Environment
Air entrainment and oxygen transfer in a venturi. Baylar A. and Emiroglu M. E. Sep., 249–255
Failures
Analytical solution of a flood wave resulting from dike failure. Sarma A. K. and Das M. M. Mar., 41–45
Floods & floodworks
A methodology for national-scale flood risk assessment. Hall J. W., Dawson R. J., Sayers P. B., Rosu C., Chatterton J. B. and Deakin R. Sep., 235–247
Analytical solution of a flood wave resulting from dike failure. Sarma A. K. and Das M. M. Mar., 41–45
Chichester emergency flood alleviation project, winter 2000/2001. Hoad H. S., Gilham A. M. and Fawcett D. S. Dec., 297–304
Comparison of UK flood event characteristics with design guidelines. Webster P. and Ashfaq A. Mar., 33–40
Computer modelling of two-stage meandering channel flows. Rameshwaran P. and Shiono K. Dec., 325–339
Defining a network of benchmark catchments for the UK. Bradford R. B. and Marsh T. J. Jun., 109–116
Discharge assessment in mobile-bed compound meandering channels. O’ Sullivan J. J., Myers W. R. C., Lyness J. F. and Lambert M. F. Dec., 313–323
Hydraulic characteristics of the Jamuna River gauging section, Bangladesh. Tarekul Islam G. M. and Chowdhury J. U. Sep., 219–224
Performance of sandbags for domestic flood defence. Reeve D. and Badr A. Dec., 341–349
Simulation of the great flood of December 1870 in Rome. Calenda G., Calvani L. and Mancini C. P. Dec., 305–312
Urban flood modelling using computational fluid dynamics. Haider S., Pacquier A., Morel R. and Champagne J.-Y. Jun., 129–135
Groundwater
Use of calcium carbonate as a wet contact filter. Sallanko J., Kamula R. and Röpelinen J. Sep., 275–279
History
Dredging on the Lower Danube in Romania, van Drimmelen N. J. Technical Note. Jun., 205–210
Hydraulics & hydrodynamics
Application and validation of numerical codes in the prediction of compound channel flows. Wilson C. A. M. E., Stoesser T., Olsen N. R. B. and Bates P. D. Jun., 117–128
Computer modelling of two-stage meandering channel flows. Rameshwaran P. and Shiono K. Dec., 325–339
Depth-averaged flow computation at a river confluence. Weerakoon S. B., Tamai N. and Kawahara Y. Mar., 73–83
Discharge assessment in mobile-bed compound meandering channels. O’ Sullivan J. J., Myers W. R. C., Lyness J. F. and Lambert M. F. Dec., 313–323
Gross solid transport in sewers. Butler D., Davies J. W., Jefferies C. and Schütze M. Jun., 175–183
Hydraulic characteristics of the Jamuna River gauging section, Bangladesh. Tarekul Islam G. M. and Chowdhury J. U. Sep., 219–224
Modelling of meandering channels for overbank flow. Spooner J. and Shiono K. Sep., 225–233
Numerical simulation of graded sediment transport. Miko M., Pender G., Hoey T., Shvidchenko A. and Petkovek G. Mar., 47–51
Oblique rectangular sharp-crested weir. Borghei S. M., Vatannia Z., Ghodsian M. and Jalili M. R. Jun., 185–191
On establishing uniform channel flow with tail gate. Yen B. C. Technical note. Sep., 281–283
Protection of bridge piers using a sacrificial sill. Chiew Y. and Lim S. Mar., 53–62
Study of aeration efficiency at stepped channels. Baylar A. and Emiroglu M. E. Sep., 257–263
Three-dimensional modelling of ship-induced flow and erosion. Dargahi B. Jun., 193–204
Urban flood modelling using computational fluid dynamics. Haider S., Pacquier A., Morel R. and Champagne J.-Y. Jun., 129–135
Hydrology & water resources
Comparison of UK flood event characteristics with design guidelines. Webster P. and Ashfaq A. Mar., 33–40
Defining a network of benchmark catchments for the UK. Bradford R. B. and Marsh T. J. Jun., 109–116
Evaluation and visualisation of risk to water resources. McIntyre N., Lees M., Wheater H., Onof C. and Connorton B. Mar., 1–11
Hydraulic characteristics of the Jamuna River gauging section, Bangladesh. Tarekul Islam G. M. and Chowdhury J. U. Sep., 219–224
Study of aeration efficiency at stepped channels. Baylar A. and Emiroglu M. E. Sep., 257–263
Water resources and food security: a Caribbean case study. Shrivastava G. S. Dec., 351–353
Maritime engineering
An engineering approach to wave propagation. Iglesias G. and Negro V. Jun., 165–174
Coupled seismic response analysis of rubble-mound breakwaters. Memos C. D., Kiara A. and Pavlidis E. Mar., 23–31
Mathematical modelling
An engineering approach to wave propagation. Iglesias G. and Negro V. Jun., 165–174
Depth-averaged flow computation at a river confluence. Weerakoon S. B., Tamai N. and Kawahara Y. Mar., 73–83
Developing a numerical model for a UK intake tower seismic assessment. Daniell W. E. and Taylor C. A. Mar., 63–72
Integrated modelling of urban watercourses. Crabtree R. W., Dempsey P., Clifforde I. T., Quinn S., Henderson B. and Wilson A. Sep., 265–274
Modelling of meandering channels for overbank flow. Spooner J. and Shiono K. Sep., 225–233
Numerical simulation of graded sediment transport. Miko M., Pender G., Hoey T., Shvidchenko A. and Petkovek G. Mar., 47–51
Urban flood modelling using computational fluid dynamics. Haider S., Pacquier A., Morel R. and Champagne J.-Y. Jun., 129–135
Vulnerability of coastal defences to climate change. Sutherland J. and Gouldby B. Jun., 137–145
Models (physical)
Oblique rectangular sharp-crested weir. Borghei S. M., Vatannia Z., Ghodsian M. and Jalili M. R. Jun., 185–191
On establishing uniform channel flow with tail gate. Yen B. C. Technical note. Sep., 281–283
Numerical modelling
Application and validation of numerical codes in the prediction of compound channel flows. Wilson C. A. M. E., Stoesser T., Olsen N. R. B. and Bates P. D. Jun., 117–128
Offshore engineering
The renewal of a large water intake pipeline at Lake Geneva. Gerodetti M. and Ruefenacht H. Mar., 13–22
Pipes & pipelines
A note on uniform open channel flow in circular pipes. Rajaratnam N. and Ead S. A. Mar., 97–99
The renewal of a large water intake pipeline at Lake Geneva. Gerodetti M. and Ruefenacht H. Mar., 13–22
Pollution
Integrated modelling of urban watercourses. Crabtree R. W., Dempsey P., Clifforde I. T., Quinn S., Henderson B. and Wilson A. Sep., 265–274
Ports, docks & harbours
Effects of the eastern Marmara earthquake on marine structures and coastal areas. Yuksel Y., Alpar B., Yalciner A. C., Cevik E., Ozguven O. and Celikoglu Y. Jun., 147–163
Research & development
Gross solid transport in sewers. Butler D., Davies J. W., Jefferies C. and Schütze M. Jun., 175–183
Review
Defining a network of benchmark catchments for the UK. Bradford R. B. and Marsh T. J. Jun., 109–116
Risk & probability analysis
A methodology for national-scale flood risk assessment. Hall J. W., Dawson R. J., Sayers P. B., Rosu C., Chatterton J. B. and Deakin R. Sep., 235–247
Comparison of UK flood event characteristics with design guidelines. Webster P. and Ashfaq A. Mar., 33–40
Evaluation and visualisation of risk to water resources. McIntyre N., Lees M., Wheater H., Onof C. and Connorton B. Mar., 1–11
River engineering
A methodology for national-scale flood risk assessment. Hall J. W., Dawson R. J., Sayers P. B., Rosu C., Chatterton J. B. and Deakin R. Sep., 235–247
Application and validation of numerical codes in the prediction of compound channel flows. Wilson C. A. M. E., Stoesser T., Olsen N. R. B. and Bates P. D. Jun., 117–128
Chichester emergency flood alleviation project, winter 2000/ 2001. Hoad H. S., Gilham A. M. and Fawcett D. S. Dec., 297–304
Computer modelling of two-stage meandering channel flows. Rameshwaran P. and Shiono K. Dec., 325–339
Depth-averaged flow computation at a river confluence. Weerakoon S. B., Tamai N. and Kawahara Y. Mar., 73–83
Discharge assessment in mobile-bed compound meandering channels. O’ Sullivan J. J., Myers W. R. C., Lyness J. F. and Lambert M. F. Dec., 313–323
Dredging on the Lower Danube in Romania. van Drimmelen N. J. Technical Note. Jun., 205–210
Modelling of meandering channels for overbank flow. Spooner J. and Shiono K. Sep., 225–233
Numerical simulation of graded sediment transport. Miko M., Pender G., Hoey T., Shvidchenko A. and Petkovek G. Mar., 47–51
On establishing uniform channel flow with tail gate. Yen B. C. Technical note. Sep., 281–283
Protection of bridge piers using a sacrificial sill. Chiew Y. and Lim S. Mar., 53–62
Simulation of the great flood of December 1870 in Rome. Calenda G., Calvani L. and Mancini C. P. Dec., 305–312
Swabi salinity control and reclamation project. Donaldson M., Bangesh H. D. and Stacey D. B. Mar., 85–95
Three-dimensional modelling of ship-induced flow and erosion. Dargahi B. Jun., 193–204
Roads & highways
Chichester emergency flood alleviation project, winter 2000/ 2001. Hoad H. S., Gilham A. M. and Fawcett D. S. Dec., 297–304
Sea defences
A methodology for national-scale flood risk assessment. Hall J. W., Dawson R. J., Sayers P. B., Rosu C., Chatterton J. B. and Deakin R. Sep., 235–247
Vulnerability of coastal defences to climate change. Sutherland J. and Gouldby B. Jun., 137–145
Seismic engineering
Coupled seismic response analysis of rubble-mound breakwaters. Memos C. D., Kiara A. and Pavlidis E. Mar., 23–31
Developing a numerical model for a UK intake tower seismic assessment. Daniell W. E. and Taylor C. A. Mar., 63–72
Effects of the eastern Marmara earthquake on marine structures and coastal areas. Yuksel Y., Alpar B., Yalciner A. C., Cevik E., Ozguven O. and Celikoglu Y. Jun., 147–163
Sewers & drains
Gross solid transport in sewers. Butler D., Davies J. W., Jefferies C. and Schütze M. Jun., 175–183
Integrated modelling of urban watercourses. Crabtree R. W., Dempsey P., Clifforde I. T., Quinn S., Henderson B. and Wilson A. Sep., 265–274
Social impact
Performance of sandbags for domestic flood defence. Reeve D. and Badr A. Dec., 341–349
Strength & testing of materials
Performance of sandbags for domestic flood defence. Reeve D. and Badr A. Dec., 341–349
Water supply
Air entrainment and oxygen transfer in a venturi. Baylar A. and Emiroglu M. E. Sep., 249–255
Evaluation and visualisation of risk to water resources. McIntyre N., Lees M., Wheater H., Onof C. and Connorton B. Mar., 1–11
Study of aeration efficiency at stepped channels. Baylar A. and Emiroglu M. E. Sep., 257–263
The renewal of a large water intake pipeline at Lake Geneva. Gerodetti M. and Ruefenacht H. Mar., 13–22
Use of calcium carbonate as a wet contact filter. Sallanko J., Kamula R. and Röpelinen J. Sep., 275–279
Water resources and food security: a Caribbean case study. Shrivastava G. S. Dec., 351–353
Waterways & canals
Three-dimensional modelling of ship-induced flow and erosion. Dargahi B. Jun., 193–204
