Aureli F. and Mignosa P.
Flooding scenarios due to levee breaking in the Po river. Mar., 3–12
Barbhuiya A. K. see Dey S. and Barbhuiya A. K.
Baylar A. and Emiroglu M. E.
Study of aeration efficiency at stepped channels. Erratum. Dec., 222
Bertrand S. see Clarke B. A. et al.
Borghei S. M., Vatannia Z., Ghodsian M. and Jalili M. R.
Oblique rectangular sharp-crested weir. Discussion. Dec., 217–218
Bousmar D. and Zech Y.
Velocity distribution in non-prismatic compound channels. Jun., 99–108
Bostan T. see Yüksel Y. et al.
Çelikoğlu Y. see Yüksel Y. et al.
Çevik E. see Yüksel Y. et al.
Cheek D. E. see Werth D. E. and Cheek D. E.
Clarke B. A., Crompton J. L. and Luff R.
A physico-chemical water treatment system for relief agencies. Dec., 211–216
Clarke B. A., Jones C. J., Evans H. L., Crompton J. L., Dorea C. C. and Bertrand S.
Multi-stage filtration for developing world surface water treatment. Sept., 143–149
Crompton J. L. see Clarke B. A. et al.
Dawson R., Hall J. and Davis J.
Performance-based management of flood defence systems. Mar., 35–44
Davis J. see Dawson R. et al.
Dey S. and Barbhuiya A. K.
Clear water scour at abutments. Jun., 77–97
Dorea C. C. see Clarke B. A. et al.
Dyer M.
Performance of flood embankments in England and Wales. Dec., 177–186
Ead S. A. see Rajaratnam N. and Ead S. A.
Emiroglu M. E. see Baylar A. and Emiroglu M. E.
Evans H. L. see Clarke B. A. et al.
Falconer R. A. see Koçyigit M. B. and Falconer R. A.
Freese L. H. and Stuckey D. C.
Anaerobic treatment of sulphate-enriched wastewaters. Dec., 187–196
Gangadharaiah T. see Muzzammil M. et al.
Ghodsian M. see Borghei S. M. et al.
Graf W. H. and Qu Z.
Flood hydrographs in open channels. Mar., 45–52
Günal M. see Yüksel Y. et al.
Gupta A. K. see Muzzammil M. et al.
Hall J. see Dawson R. et al.
Harwood S. D. R. see MacDonald A. et al.
Jalili M. R. see Borghei S. M. et al.
Jones C. J. see Clarke B. A. et al.
Koçyigit M. B. and Falconer R. A.
Modelling wind-induced currents in water basins. Dec., 197–210
Luff R. see Clarke B. A. et al.
MacDonald A., Harwood S. D. R. and Vaughan P. R.
Ladybower Dam: upgrading in a national park. Mar., 13–20
Macchione F. and Viggiani G.
Simple modelling of dam failure in a natural river. Mar., 53–60
Manson J. R. see Wallis S. G. and Manson J. R.
Mignosa P. see Aureli F. and Mignosa P.
Muzzammil M., Gangadharaiah T. and Gupta A. K.
An experimental investigation of a horseshoe vortex induced by a bridge pier. Jun., 109–119
Naden P. S. see Rameshwaran P. and Naden P. S.
Njiru C.
Privatising urban water services in developing countries. Sept., 123–130
Qu Z. see Graf W. H. and Qu Z.
Rajaratnam N. and Ead S. A.
A note on uniform open channel flow in circular pipes. Discussion. Jun., 121
Rameshwaran P. and Naden P. S.
Modelling turbulent flow in two-stage meandering channels. Sept., 159–173
Sellin R. H. J. and van Beesten D. P.
Conveyance of a managed vegetated two-stage river channel. Mar., 21–33
Stuckey D. C. see Freese L. H. and Stuckey D. C.
van Beesten D. P. see Sellin R. H. J. and van Beesten D. P.
Vatannia Z. see Borghei S. M. et al.
Vaughan P. R. see MacDonald A. et al.
Viggiani G. see Macchione F. and Viggiani G.
Wallis S. G. and Manson J. R.
Methods for predicting dispersion coefficients in rivers. Sept., 131–141
Werth D. E. and Cheek D. E.
Design guidelines for alternative formed suction inlets. Sept., 151–158
Yüksel Y., Günal M., Bostan T., Çevik E. and Çelikoğlu Y.
The influence of impinging jets on hydraulic jumps. Jun., 63–76
Zech Y. see Bousmar D. and Zech Y.
