...G D MATTHEW © Thomas Telford and ICE 1991 ABERDEEN UNIVERSITY ONE DIMENSIONAL HIGHER ORDER EQUATIONS POTENTIAL FLOW OPEN CHANNELS ITERATIVE CARTESIAN COORDINATES ACCURACY TESTS APPLICATIONS WEIRS ROUND CRESTED THIRD ORDER CREST COEFFICIENTS DISCHARGES PLANE...

... EFFICIENCY CAPACITY STORAGE WEIRS AUSTRALIA Proc. Instn Cio.Engrs, Part 1,1990,88,June, 421437 P9543 GRWOAUTPER ENGINEERING Bridges and culverts reduced in size and cost by use of critical flow transitions N. H. COTTMAN, BCE, FIEAust, CE, MBS* G. R.M C K A Y , BEng, PhD, MICE? This Paper...

... HYDRAULICS FLOW CHAMBERS GEOMETRY MODELS MATHEMATICS EQUATIONS PARAMETERS RATIOS THROTTLE INFLOW HEIGHT WEIRS CREST LINEAR TAPERS BEDS SLOPES ROUGHNESS COEFFICIENTS WIDTH Proc. Instn Civ.Engrs, Part 2,1989,87, June, 175-193 PAPER 9376 WATERGERNOGUINP EERING Charts for the hydraulic...

... weir across thefull width of the tankcould be used to set any desired water surfacelevel. Gauze screenswere used to smooth theflow approaching the siphon; the maximum meanvelocity of approach was 0.09 m/s. Water discharged from the siphon into a shallow collecting tank, from which it could be either...

...KVH SMITH; ME BRAMLEY; NB WEBBER Proc. InsfnCiv.Engrs, Part 2, 1987,83,June, 481482 DISCUSSION ON PWA9P0A2ET0RER ENGINEERING GROUP Probabilistic approach to the stability analysis of rock protection for earth weirs K. V. H. Smith MMr . E. Bramley, Hydraulic and Public Health Engineering, CIRIA...

... the weirs. It seems that about half of each tank became static instead of flowing in reverse. To the naked eye this would hardly seem adequate justification for attempting the same thing at full scale. The only answer can be that this was as far as the Water Authority was prepared to go. 53. We share...

...KVH SMITH © Thomas Telford and ICE 1986 SOUTHAMPTON UNIVERSITY STABILITY ROCKS ANALYSIS PROTECTION EARTH WEIRS EROSION WATER DIVERSION CORES TEMPORARY EMERGENCIES SPILLWAYS PROBABILITY BANKS RIVERS CANALS COSTS CONCRETE BLOCKS DESIGN PROBLEMS DATA FORCES...

...JN DUDER; RWP MAY; BS 6367 © Thomas Telford and ICE 1985 TONKIN & TAYLOR LTD AUCKLAND HYDRAULIC DESIGN GUTTERS ROOFS OUTLETS EMERGENCIES OVERFLOWS CAPACITY STANDARDS FLOODS FLOW WEIRS Proc. Instn Ciu. Engrs, Part 2, 1985,79, Dec., 767 DISCUSSION O N TECHNICALNOTE...

...DJ BANKS; I BROOKS; WM JOHNSON; ICE © Thomas Telford and ICE 1985 BABTIE SHAW AND MORTON MOWLEM CONSTRUCTION WEIRS CONCRETE RIVERS PROBLEMS SHEET DRIVING PILES COFFERDAMS SECANT BOULDERS TENDERS METHODS TEMPORARY WORKS PAYMENTS SITE INVESTIGATION DESIGN WATER...

... DIVERSION EMBANKMENTS FORMATION FLIGHT STRIP LAYERS MARL BOULDER CLAY BOULDER CLAYS GRITSTONE DRAINAGE THICK CONCRETE UNREINFORCED BRIDGES CHANNELS WEIRS STILLING PONDS AIRCRAFT BEDS ARRESTERS LOCALISERS AREAS INSTRUMENTS LANDINGS SYSTEMS PLANNING DESIGN MANCHESTER RIVER...

...DJ COATS; NSM BERRY; DJ BANKS TRANSFER WORKS WATER AUTHORITIES WATER RIVERS REGULATION ABSTRACTION PUMPING STATIONS GEOLOGY HYDRAULICS MAINS AQUEDUCTS TUNNELS CONTRACTS TUNNELLING WEIRS PIPELINES PIPES DAMS HEADPONDS EMBANKMENTS ROUTES FLOW EXPERIMENTAL TRIALS SITE...

...DW BROWN © Thomas Telford and ICE 1982 SCOTTISH DEVELOPMENT DEPARTMENT DESIGN CONSTRUCTION EXPERIMENTAL COUNTERS FISH SPECIALISED INSTALLATION RIVERS SALMON MATERIALS METHODS COSTS WEIRS STEEL BEDS FLOW BANKS LOGIE RIVER NORTH ESK ESK MONTROSE SCOTLAND...

...DM SARGENT © Thomas Telford and ICE 1981 LANCASTER UNIVERSITY NORTH WEST WATER AUTHORITY DEVELOPMENT FLOW FLOATS AIR FIELD REDUCTION DISCHARGES NOZZLES GAUGING METHODS MEASUREMENT TECHNIQUES BUBBLES EQUIPMENT PHOTOGRAPHS RESEARCH TERMINAL WEIRS STREAMS INTEGRATING...

... the highestflows cannot disturb, butit should be appreciated that theresults of the model may be sensitiveto the orderin which dischargesand durations arfeed in as data. Laboratoryflume 23. Themodel hasalsobeenused to simulatealaboratory experiment on accretion upstream of a Crump weir, i.e. a triangular profile...

... LEVELS DESIGN FACTORS FLOODS FLOW CRUMP WEIRS ENTRAINMENT EVACUATION HUNTING SURGING SYSTEMS WEIRS SUBATMOSPHERIC EYEBROOK UK Proc. Instn Cio. Engrs, Part 2, 1980, 69, Sept., 687-706 8351 full-sTchaele behaviour of air-regulated siphon spillways D. A. ERVINE, BSc, PhD, M I C E...

...BT GOLDRING USE SMALL SCALE SIPHONS MODELS TESTS PRIMING AIR HANDLING ABILITY SEALS WEIRS EVALUATION DESIGN VISCOUS SURFACE TENSION FORCES EFFECT SCALE INSTABILITY HYDRAULIC COOLING WATER SYSTEMS POWER STATIONS DISSOLVED STEADY STATE OPERATION VOIDS FORMATION...

...LA COOK; B LOCKWOOD; TRRL; SEWCHECK © Thomas Telford and ICE 1977 LONDON BOROUGH OF HAMMERSMITH TRRL TRANSPORT AND ROAD RESEARCH LABORATORY INVESTIGATIONS COMPUTERS HYDROGRAPHS PARAMETERS VALIDATION WEIRS STUDIES SEWERS HYDRAULICS METHODS SUITES DATA OUTPUT PIPES...

...WR WHITE; CORIOLIS © Thomas Telford and ICE 1977 HYDRAULICS RESEARCH STATION THIN EXPERIMENTS TESTS EQUATIONS RESEARCH ENERGY HYDRAULICS PLATES PERFORMANCE CREST PREDICTION DISCHARGES COEFFICIENTS HEIGHT WEIRS PROFILES UPSTREAM WIDTH LABORATORIES RESEARCH Proc...

... REGULATED AIR REGULATED MODELS ENTERTAINMENT NAPPE VELOCITY WEIRS SOFFITS Proc. Instn Civ. Engrs, Part 2, 1911, 63,Mar., 233-250 7930 DISCUSSION The design and modelling of air-regulated siphon spillways D. A. ERVINE Mr M.J. Kenn, Imperial College of Science and Technology I am pleased...

...RMJ BUTLER; RG TOMS; GS CLAPHAM © Thomas Telford and ICE 1977 RIVERS PROBLEMS SEWAGE TREATMENT WEIRS POLLUTION QUALITY LOCAL GOVERNMENT WATER AUTHORITIES DRAINAGE STORMS DISCHARGES NITRATES Proc. Instn Cio. Engrs, Part 1, 1911, 62, Feb., 187-189 INFORMAL DISCUSSION Combating...