... Appendix 1) in order to determine the non-dimensional parameters which govern the dilution of Written discussion closes 15 November 1991;for further details see p. ii. * Consultant, Hydraulics Research Ltd, Wallingford. 435 ANWAR Fig. I . Experimental site and outfall location 436 Study area SURFACE PLUME...

...I S HEIJNE; G M WEST BABTIE DOBBIE NATIONAL RIVERS AUTHORITY HYDRAULICS RESEARCH SEA DEFENCES DESIGN INTERCEPTOR DRAINS TIDAL FLOODING TIDES FLOODS SHINGLE COASTS BEACHES COASTAL GEOMORPHOLOGY INVESTIGATIONS SURVEYS TOPOGRAPHY MARINE GEOLOGY ASSESSMENT HYDRAULIC...

...K A POWELL © Thomas Telford and ICE 1991 HYDRAULICS RESEARCH COASTAL MANAGEMENT CONFERENCES COASTS LEGISLATION POLICIES PLANNING RESEARCH ENVIRONMENT ACTS ENVIRONMENTAL PROTECTION CONSERVATION STUDIES SEA DEFENCES METHODS Proc. Instn Ciu. Engrs, Part 1, 1991,90...

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..., particularly by Engelund,' has suggested that there is one frictional relationship for dune beds, described as the lower flow regime and an Written discussion closes 18 February 1988; for furtherdetails see p. ii. * Head of River Engineering, Hydraulics Research, Wallingford. t Project Manager, River...

... by consideringthebalance between the horizontal flow forces at the two ends of the gutter; for a level frictionless gutter Written discussioncloses 15 February, 1985;for further detailsee p (ii). * Hydraulics Research, Wallingford. 479 MAY Notation A cross-sectionalarea of flow B surfacewidth of flow B, solewidth...

...IW DAND; EC BOWERS; CA RHODES; GBM OLIVER; RINA © Thomas Telford and ICE 1984 ROYAL INSTITUTION OF NAVAL ARCHITECTS NAUTICAL INSTITUTE NMI HYDRAULICS RESEARCH RINA INFLUENCE SHIPS DESIGN PORTS FUTURE WATER ENVIRONMENT SHALLOW CHANNELS TURNING BASINS APPROACHES...

...R BETTESS © Thomas Telford and ICE 1984 HYDRAULICS RESEARCH SEDIMENTS TRANSPORT STREAMS GRAVEL COARSE TURBULENT ROUGH SLOPES FLOW DISCHARGES CURVES RATIOS DEPTH DIAMETER CHANNELS SAND BEDS MOTION METHODS FRICTION LAWS Proc. Instn Civ Engrs, Part 2, 1984,77, Mar...