...T NAKAGAWA; S MIYAE; H ITAYA © Thomas Telford and ICE 1989 KANAZAWA TECHNOLOGY INSTITUTE KANAZAWA UNIVERSITY JAPAN CANALS TECHNOLOGY EXCAVATING SYSTEMS HEADS BENDS CONSTRUCTION ESTIMATING METHODS WORKS HYDRAULICS WATER LOSS ROCKS TECHNIQUES DISCHARGES WATER SUPPLY...

...P G SAMUELS © Thomas Telford and ICE 1989 BACKWATER PARAMETERS ESTIMATES STATIONS STRUCTURES SOLUTIONS EQUATIONS HYDRAULICS UPSTREAM LOCATION PHYSICAL AUTOMATIC LENGTH CHANNELS GAUGING RECORDS CANALS APPROXIMATE HYDRODYNAMICS MODELS INFLUENCE BOUNDARIES PUMPS LAND...

...EA DELO; AJ SAUL; MANNING © Thomas Telford and ICE 1989 SIMON ENGINEERING LABORATORIES MANCHESTER UNIVERSITY HYDRAULICS RESEARCH CHARTS HYDRAULIC DESIGN HIGH SIDEWEIRS STORMS SEWAGE OVERFLOWS PERFORMANCE RESEARCH ITERATIVE PROCEDURE DIMENSIONAL ANALYSIS METHODS...

...RB SCHOFIELD; LA MARTIN © Thomas Telford and ICE 1988 ULSTER UNIVERSITY AT JORDANSTOWN SHIPS MOVEMENT NAVIGATION CHANNELS PREDICTION WATER SURFACE ENERGY VARIABLES INTERACTION THEORY TWO DIMENSIONAL RESISTANCE OPEN HYDRAULICS SPEED VELOCITY EQUATIONS MODELS DEPTH...

...JM TOWNSON; Y KAYA CLAYS LANDSLIDES SURGES FLOODS LAKES WAVES SIMULATION MODELS MATHEMATICS INVESTIGATIONS SLIDES ACTION HYDRAULICS LABORATORIES NUMERICAL RISSA LAKE BOTNEN NORWAY © Thomas Telford and ICE 1988 STRATHCLYDE UNIVERSITY Proc. Instn Civ...

...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...

...? Reporter P. Neville Jones, MSc, MICE, MIWESS Dr Charltonstressed the importanceof long sea outfalls and the benefits of marine treatment for the UK. Many outfalls around the coastline were operating poorly or were partially blocked, often due to an inadequate understanding of outfall diffuser hydraulics...

...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...

...JJ SHARP; E MOORE MEMORIAL UNIVERSITY OF NEWFOUNDLAND, ST JOHNS CANADA WATER POLLUTION RESEARCH LABORATORY HYDRAULICS ESTIMATES DILUTION THEORY EFFLUENT CURRENTS DISCHARGES METHODS OUTFALLS JETS SUBMERGED MODELS PREDICTION EQUATIONS MATHEMATICS DATA VALUE FIELD STUDIES...

... STRESS LAYERS ESTIMATING METHODS BOUNDARY LAYERS SLUICES CONDITIONS GATES PIPES HYDRAULICS PROCEDURE MEASUREMENT VOLUME PATTERNS CHARACTERISTICS FIXED BEDS MODELLING FLOW Proc. lnstn Ciu. Engrs, Part 2, 1986,81, Dec., 607-645 PAPER 9077 WATERGERNOGUIPNEERING Local scour causedby...

...D BUTLER; JJJ CHEN; DIH BARR © Thomas Telford and ICE 1986 ALGORITHMS GRADIENTS PIPES FLOW EQUATIONS PARTIAL HYDRAULICS FRICTION EQUATIONS METHODS Proc. Instn Cio. Engrs, Part 2,1986,81, Dec., 727-730 DISCUSSION ON TECHNICAL NOTE 460 An algorithm for the determinationof...

... PERFORMANCE UNITS COSTS BREAKWATERS ARMOUR HYDRAULICS HYDRAULIC ROCKS REFLECTION TESTING POROSITY SEABEES Proc. Instn Ch. Engrs, Part 1, 1986,80, Oct., 1401-1419 8826 DEMINSAGCRUINISTESIEMIORENING The Diode wave dissipationblock GROUP P. C. Barber and T. C. Lloyd Dr Barber andMr Lloyd...

... POLICIES HYDROLOGY STUDIES DROUGHT SYNTHETIC DAMS HYDRAULICS RAW TRUNK MAINS COSTS DEVELOPING COUNTRIES BOMBAY BHATSAI Proc. Instn Ciu. Engrs, Part 1, 1986,80,Aug., 945-967 8978 WATER ENGINEERING GROUP Bombay water supply project: demand and resource planning A. P. GOUDY, MA, FICE...

... HYDRAULICS MATHEMATICS SCOUR BACTERIOLOGY BIOLOGY DRUMS SCREENS LININGS CONCRETE HUMBER GRIMSBY GREAT GRIMSBY UK Proc. lnstn Ciu. Engrs, Part 1,1986,80,Aug., 1109-1127 8883 DISCUSSION WATER ENGINEERING GROUP Planning, designand construction of the Great Grimsby sewage outfall C...

... of a pump intake, the codes of practice and technical literature which provide the sourceof guidance, the way to apply this information to produce good designs, the way to correct poor design, and adviceon hydraulic modelling techniques. Several caseosf poor intake design were presented, together...

... hydrograph to an adjacent site using an extension of the S-curve. Unfortunately, this does not overcome the inherent disability of the unit hydrograph in its contradiction of hydraulic theory. 24. While the unit hydrograph may be a useful tool within the range of events from which it is derived...

... HYDROLOGY HYDRAULICS MORPHOLOGY PARKS NATIONAL AESTHETICS CONSERVATION MODELS PHYSICAL ECONOMICS ANALYSIS SITE INVESTIGATION BRIDGEWORKS WORKS GROUTING PIERS WALLS CHANNELS EMBANKMENTS PILING APRONS TENDERS CONTRACTS CONCRETE PRIMARY SURROUNDS CLADDING TEMPORARY MONITORING...

...P ACKERS; CT BROWN; UNWIN © Thomas Telford and ICE 1985 HYDRAULICS RESEARCH SLOPES PROTECTION WAVES BLOCKS ARTIFICIAL DAMAGE RIPRAP STABILITY FACTORS DESIGN LEVELS ARMOUR UNITS CAVITATION FORCES EDDIES Proc. Insm Ciu. Engrs, Part 1, 1985,78, Dec., 1487-1489 UNWIN...

... PLACEMENT TESTING UNITS TESTS MARINE WORKS RORO ROLL ON ROLL OFF BERTHING BARGES LANDING STAGES STAGES LANDING HYDRAULICS MODELS CREST LEVELS DRAINAGE OVERTOPPING ROCKS SECONDARY ARMOUR HEARTING COFFERDAMS HEAVY LOADS FACILITIES QUARRIES WAVES LAYERS FILTERS PRECAST LANDWARD...

...NNB ORDMAN; GP MARTIN © Thomas Telford and ICE 1985 T. F. BURNS & PARTNERS ENGINEERS SOCIETY PORTS OFFSHORE FACILITIES INFORMATION HYDRAULICS BREAKWATERS RESEARCH PORTSANDOFFSHOREFACILITIES airport buildings involved, including the Hilton Hotal. Car parks were softened...