... MODELLING MATHEMATICAL MODELS FLOW EFFLUENT POLLUTANTS SHALLOW EXPERIMENTS POLLUTION Circular jets in crossflows of finite depth J. E. Hodgson, PhD, N. Rajaratnam, PhD and A. K. Moawad, PhD Proc. Instn Civ. Engrs Wat., Marit. & Energy, 1999, 136, Mar., 35±42 Paper 11703 Written discussion closes...

... SALINITY VELOCITY QUANTITATIVE DATA INTERNAL WEDGES FRONTS MIXING ENTRAINMENT SOFFITS FLOW EFFLUENT POLLUTANTS DILUTION TESTS EXPERIMENTS SYSTEMS EXPANSION WASTE POLLUTION DISPOSAL Studies of saltwater purging from a model seaoutfall diffuser R. BUYIOWBSE,ng, PhD, CEng, MICE, MCIWEM...

...J F SIMONSEN © Thomas Telford and ICE 1995 HORSHOLM VKI WATER QUALITY INSTITUTE WASTEWATER TREATMENT DISCHARGES SEA COSTS INVESTMENT UPGRADING PLANT POLLUTION EFFLUENT CONSTRUCTION NUTRIENTS REMOVAL MECHANICAL BIOLOGICAL WATER NORTH SEA EUROPE Cost...

...P DEMPSEY; H W GARTON; W A TEARE © Thomas Telford and ICE 1995 WRC SWINDON WATER RESEARCH CENTRE ISLE OF MAN GOVERNMENT DEPARTMENT OF HIGHWAYS PORTS & PROPERTIES WASTEWATER DISPOSAL BPEO MANAGEMENT ENVIRONMENT LOADS DISCHARGES ENVIRONMENTAL WATER INDUSTRIES EFFLUENT...

... tobackground sea water fora unit rate of introduction in effects. For example, Fig. 1shows observed liquid effluent, is described and illustrated concentrations near Sizewell nuclear power by a number of examples. Allowances are station corrected for background effects and made forthe background, whichhas been...

... tanks for smallcommunities. It also includes some details of finaleffluent quality and suggests that a high quality effluent can be achieved by this process, and specifically that thedischarge fromstorm reed bedsis infinitely better than that from storm tanks. Integral RBCs 6. Details of a typical...