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Ashworth J.

Roof collection and storage of rainwater for drinking. Dec., 183–189

Atabay S., Knight D. W. and Seckin G.

Effects of overbank flow on fluvial sediment transport rates. Mar., 25–34

Atkinson E.see Ruether N. et al.

Bagatur T.

Technical note. Numerical analysis of flow profile in a stilling basin. Mar., 35–38

Technical note. Minimal conditions for venturi aeration of water flows. Sept., 127–130

Discussion. Numerical analysis of flow profile in a stilling basin. Sept., 1–31

Bateman J. S., Sohail M. and Njiru C.

Socially sensitive regulation for water services. Dec., 177–181

Baylar A. and Emiroglu M. E.

Discussion. Study of aeration efficiency at stepped channels. Jun., 89–90

Baylar A., Ozkan F. and Ozturk M.

Influence of venturi cone angles on jet aeration systems. Mar., 9–16

Cassells J. B. C.see Karamisheva R. D. et al.

Clarke B.see Hau Y. et al.

Cunningham R.see Hau Y. et al.

Dey S.see Sarkar A. and Dey S.

See also Raikar R. V. and Dey S.

Dale M.

Impact of climate change on UK flooding and future predictions. Dec., 135–140

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

Falconer R. A.see Kashefipour S. M. et al.

Forty J.see Lauchlan C. et al.

Greenfield B. J.see Marsh T. J. et al.

Haidera M. A.see Valentine E. M. and Haidera M. A.

Han S. Y.see Hansen D. et al.

Hannaford J. A.see Marsh T. J. et al.

Hansen D., Zhao W. Z. and Han S. Y.

Hydraulic performance and stability of coarse rockfill deposits. Dec., 163–175

Hau Y., Clarke B., Howes C., Cunningham R. and Matthews M.

Defects in sewer pipe joints and water tests. Sept., 119–125

Howes C.see Hau Y. et al.

Karamisheva R. D., Lyness J. F., Myers W. R. C. and Cassels J. B. C.

Improving sediment discharge prediction for overbank flows. Mar., 17–24

Kashefipour S. M., Lin B. and Falconer R. A.

Neural networks for predicting seawater bacterial levels. Sept., 111–118

Kimaite F.see Wardlaw R. B. et al.

Knight D. W.see Atabay S. et al.

Kolahdoozan M., Taher-Shamsi A., Sadeghi-Bagheney M. and Mohamadian A.

Two-dimensional model for lateral intake flows. Dec., 141–150

Lauchlan C., Forty J. and May R.

Flow resistance of wastewater pumping mains. Jun., 81–88

Laycock A., Swayne C. and Marques J. E. J.

Pehur high-level canal, NWFP, Pakistan. Sept., 93–102

Lin B.see Kashefipour S. M. et al.

Lyness J. F.see Karamisheva R. D. et al.

Marques J. E. J.see Laycock A. et al.

Marsh T. J., Greenfield B. J. and Hannaford J. A.

The 1894 Thames flood reappraisal. Sept., 103–110

Matthews M.see Hau Y. et al.

May R.see Lauchlan C. et al.

Mohamadian A.see Kolahdoozan M. et al.

Myers W. R. C.see Karamisheva R. D. et al.

Njiru C.see Bateman J. S. et al.

Olsen N. R. B.see Ruether N. et al.

Omid M.see Omid M. H. et al.

Omid M. H., Omid M. and Varaki Esmaeeli M.

Modelling hydraulic jumps with artificial neural networks. Jun., 65–70

Ozkan F.see Baylar A. et al.

Ozturk M.see Baylar A. et al.

Raikar R. V. and Dey S.

Scour of gravel beds at bridge piers and abutments. Dec., 157–162

Ruether N., Singh J. M., Olsen N. R. B. and Atkinson E.

3-D computation of sediment transport at water intakes. Mar., 18

Sadeghi-Bagheney M.see Kolahdoozan M. et al.

Sarkar A. and Dey S.

Scour downstream of aprons caused by sluices. Jun., 55–64

Seckin G.see Atabay S. et al.

Sharif M.see Wardlaw R. B. et al.

Singh J. M.see Ruether N. et al.

Sohail M.see Bateman J. S. et al.

Swayne C.see Laycock A. et al.

Taher-Shamsi A.see Kolahdoozan M. et al.

Tumbare M. J.

Management of shared watercourses in southern Africa. Dec., 151–156

Valentine E. M. and Haidera M. A.

A modification to the Wallingford rational regime theory. Jun., 71–80

Varaki Esmaeeli M.see Omid M. H. et al.

Wardlaw R. B., Sharif M. and Kimaite F.

Real-time hydro-power forecasting on the Victoria Nile. Jun., 45–54

Zhao W. Z.see Hansen D. et al.

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