...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...

...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...

...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...

...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...

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

...JA CHARLTON; PA DAVIES; GHM BETHUNE; P NEVILLE JONES © Thomas Telford and ICE 1987 DUNDEE UNIVERSITY WRc ENGINEERING LONG SEA OUTFALLS SALINE INTRUSION WATER DIFFUSERS HYDRAULICS FIELD STUDIES DATA EDINBURGH LOSSIEMOUTH Proc. Instn Cio. Engrs, Part 1,1987,82, Jun...

...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...

...[0.38( YJD)/F, 0.66]5'3 F, = Ug'D is densimetric Froude number g' = gAp/p is 'reduced ' gravitational acceleration A p is density difference p is density of receiving water. BUOYANT EFFLUENTS DISCHARGED INTO A CURRENT Hydraulics Research Station study 12. The field study conducted by the Hydraulics...

... 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...

... that hydraulic radius is often used in dealing with problems of pipes running partially full. He suggests an 'alternative' correction factor for use whendepth of flow isbelow pipe-full +h = (0 - sin O)/e (14) such that the diameter for use during such conditions is +hD.This correction factor appears to have been...

... was the actual final cost, and the cost per metre run of this type of construction, and not just the diode portiofnthe slope? Mr N. W. H. Allsop, Hydraulics Research The Paper has described both the innovative development of the diode unit, and the far-sighteduse of hydraulic model studies at a numboefr stages...

... under a range of operating rules and programmes for constructioonf new works.Theunusualcomputerbasedsolutionwas a hybrid hydraulic- hydrologic modelwhich included the features (a) a hydrologic system that accepted unsteady draw-offs resulting from the hydraulic variables of the supply aqueducts...

... to pollution? thereto suggest thatthe Dr R. A. Falconer and Mr P. H. Owens, Deparrmenr of Cioil Engineering, Uniuersity of Birmingham The Authors have presented an interesting case studywhich includes the use of a physical hydraulic model study to establish the mainflow features of the Humber estuary. It may...

...IS PATERSON; RM NOBLE; MJ PROSSER © Thomas Telford and ICE 1986 WEIR PUMPS LTD BRITISH HYDROMECHANICS RESEARCH ASSOCIAT PUMPS INTAKES DESIGN FLOW METHODS GEOMETRY MODELS TECHNIQUES TESTS SUMPS HYDRAULICS Proc. Instn Ciu. Engrs, Part 1, 1986,80, June, 832-836...

...DW REED; RB BULMAN © Thomas Telford and ICE 1986 S CURVES METHODS CURVES UNITS TRANSFORMATION HYDROGRAPHS HYDRAULICS THEORY RESPONSES FLOODS TRAVEL TIME EQUATIONS CATCHMENTS METHODS STUDIES Proc. Instn Ciu. Engrs, Part 2,1986.81, Mar., 167-170 DISCUSSION O N TECHNICALNOTE...

...DG HUTCHINSON; RA SMITH © Thomas Telford and ICE 1986 SIR M MACDONALD AND PARTNERS THYSSEN GREAT BRITAIN LTD FLOODS ALLEVIATION FEASIBILITY DESIGN CONSTRUCTION RIVERS BEDS LOWERING BRIDGES MONUMENTS ANCIENT STUDIES METHODS HYDROLOGY HYDRAULICS MORPHOLOGY PARKS...

...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...