...JJ SHARP; E MOORE; USEPA © Thomas Telford and ICE 1989 NEWFOUNDLAND MEMORIAL UNIVERSITY UNITED STATES ENVIRONMENTAL PROTECTION AGENCY USEPA WATER RESEARCH MARINE COMPUTERS DILUTION MATHEMATICS DATA EFFLUENT ERRORS MODELLING OUTFALLS CURRENTS MODELS SAMPLING FLOW...

...KHM ALI; MM MENDIS © Thomas Telford and ICE 1989 LIVERPOOL UNIVERSITY EFFECT BENDS BEDS SUPERELEVATION FLOW RIGID OPEN CHANNELS RESEARCH HIGH RADIUS WIDTH RATIOS WATER DEPTH EFFLUENT TREATMENT WORKS PERIPHERAL VELOCITY DISTRIBUTION CONFIGURATION UNEVEN METHODS...

...JJ SHARP; E MOORE; PJD NEVILLE JONES; PJDN JONES © Thomas Telford and ICE 1988 DILUTION SEA DATA EFFLUENT DISCHARGES MODELS PREDICTION COASTS COASTAL WATER CURRENTS Proc. Instn CioE. ngrs, Part 2,1988,85, June, 355 DISCUSSION ON PAPER 9107 WATER ENGINEERGIRNOGUP Estimation...

...PJ CURRAN; G THOMPSON © Thomas Telford and ICE 1988 DILUTION EFFLUENT EVALUATION DISPERSION DYES WATER TECHNIQUES BOATS DATA MEASUREMENT METHODS SAMPLING COSTS MODELLING Proc. Instn Ciu. Engrs, Part 2, 1988,85, June, 357-358 DISCUSSION ON PAPER 9129 WATER ENGINEERGIRNOGUP...

...JHW LEE; P NEVILLE JONES; P ACKERS; JJ SHARP © Thomas Telford and ICE 1988 SEA WATER ENGINEERING OUTFALLS DESIGN PREDICTION DILUTION SEWAGE EFFLUENT DISCHARGES BUOYANCY HONG KONG WAH FU HASTINGS HONG KONG UK Proc. fnstn Cio. Engrs, Part 1,1988,84, June,623-633...

...JA CHARLTON; PA DAVIES; GHM BETHUNE; JH ALLEN; JJ SHARP; G THOMPSON © Thomas Telford and ICE 1988 SEA SALT WATER PORTS MULTIPORTS OUTFALLS VELOCITY DILUTION EFFLUENT DISCHARGES HYDRAULICS DESIGN Proc. Instn Civ.Engrs, Part 2,1988,85, Mar., 197-199 DISCUSSION...

...B G COX; K J KELSALL; J K WATERHOUSE; T G HAMMOND; A P GOUDY; B WATERS; M D MCKEMEY; R L WILSON; E W FLAXMAN; W A H HAMILTON; D D MCLEARIE; R A GRACE © Thomas Telford and ICE 1987 WASTEWATER OUTLETS POLLUTION ENVIRONMENT EFFLUENT OCEANS TIDAL DISCHARGES WASTE WATER WASTEWATER...

...JA CHARLTON; PA DAVIES; GHM BETHUNE © Thomas Telford and ICE 1987 DUNDEE UNIVERSITY BABTIE, SHAW AND MORTON, GLASGOW SEA WATER INTRUSION PURGING OUTFALLS MARINE PORTS DIFFUSERS SEWAGE TREATMENT COASTAL COMMUNITY INVERTED SOFFITS EFFLUENT DILUTION PLUMES HYDRAULICS...

... of the various predicted dilution values is given and these are discussed in the light of published field data. Introduction One of the primary requirements for the proper design of a submerged ocean outfall is a good estimate of the dilution which will be obtained before the rising column of effluent reaches...

...RW CRABTREE; ID CLUCKIE © Thomas Telford and ICE 1986 WRC ENGINEERING, SWINDON BIRMINGHAM UNIVERSITY STATISTICS METHODS EFFLUENT DISCHARGES CALCULATIONS CONSENTS CONSENT SETTING TECHNIQUES SURVEYS WATER AUTHORITIES STANDARDS RIVERS POLLUTION QUALITY TREATMENT...

.... Introduction One of the primary requirements for the design of an ocean outfall is to obtain a good estimate of the dilution whichwillbe achieved before the liquid effluent reaches the surface. This has stimulated considerable research on buoyant jets because the effluent leaving a sewage outfall consists...

... LOSS EIA DAMS RESERVOIRS RIVERS SYSTEMS IRRIGATION ASSESSMENT STUDIES PLANNING CASE STUDIES PORTS LAKES SEWAGE SEWERAGE TREATMENT EFFLUENT DISCHARGES NILE BASIN ASWAN MAP TA PHUT LAGUNA DE BAY EGYPT THAILAND SIAM PHILIPPINES ASIA AFRICA Proc. Instn Ciu. Engrs...

.... In designing for onshore pipeline maintenance, environmental constraints on spillage of effluent caused the pipelineto be dividedinto ten sections, with nine 900 mm sluicevalve chambers sited at scour points andfitted with 300 mm valved bypasses. Specialvent points on 1400 mm manhole tees were provided (Fig. 6...

... AUTHORITIES FLOW SLUDGE POLLUTION EFFLUENT Proc. Instn Ciu. Engrs, Part 1, 1986,80, Apr., 615-617 INFORMAL DISCUSSION WATER ENGINEERING GROUP The sewage treatment optimization model Introducer B. SPEARING, BSc, BA, MIWES* Reporter D. Wright, PhD, ACGI, DIC, FICE, MIWES, MASCEt The meeting opened...

... DESIGN MANAGEMENT MASTER PLANS TUNNELS GRAVITY FLOW CONCRETE MULTI BARREL ACTIVATED SLUDGE METHODS CORRELATION EFFLUENT THICKENING FACILITIES DRYING POWER FAILURES GROUND SITE INVESTIGATION INVESTIGATIONS LAND DISPOSAL LAYOUT JOHN TAYLOR & SONS AMBRIC BINNIE...

...RA GRACE © Thomas Telford and ICE 1985 HAWAII UNIVERSITY WASTEWATER SEA OUTFALLS FAILURES DAMAGE IMPAIRMENT MECHANISMS WASTE WATER DISPOSAL EFFLUENT DYNAMICS FLOW FORCES MARINE TRAFFIC MATERIALS CONSTRUCTION ENVIRONMENT RISKS DESIGN EROSION SEDIMENTS DEPOSITION...

... in industry. The effect of trade effluent charges also needs to be taken into account in more detail, as the Authors hint in the Paper. This probablymeans that theestimate of the effect of price elasticity is too high. I think the Authors have tended to underplay the effects of changes in knowledge over...

... SEA FLOW TREATMENT GRAVITY STORMS TUNNELS COASTAL SITES SLUDGE GEOLOGY GROUND CONDITIONS SOILS STABILISATION BLASTING AIR COMPRESSED WELLS PUMPING POINTING FREEZING DIAPHRAGM WALLS VIBROCOMPACTION EFFLUENT SITING HYDROGRAPHY SURVEYS MODELS MATHEMATICS DILUTION DIFFUSERS...

... SMALL SCALE EFFLUENT OXYGEN CALCULATIONS PATTERNS FIRST ORDER CONDITIONS BACTERIAL ORGANISMS TEMPERATURE EQUATIONS STABILISATION AREAS PILOT TREATMENT ORGANIC DRUMS MEASUREMENT DEMAND REMOVAL EXPRESSION CONSTANT OPTIMUM PATHOGENIC FACTORS BOD BIOLOGICAL NIGERIA AFRICA...

... URBAN TREATMENT MOVEMENT EFFLUENT PROJECTS CITIES LIQUIDS ATHENS PIRAEUS GREECE Proc. Instn Civ. Engrs, Part 1, 1981, 70, May, 311-316 8325 DISCUSSION A study of liquid wastes disposal for metropolitan Athens and Piraeus H. R. OAKLEYK, . D. STAPLES & S. D. MYERS Mr Oakley, Mr...