...W H HAGER SWISS FEDERAL TECHNOLOGY INSTITUTE EXPERIMENTS STANDARD SPILLWAYS FLOW GEOMETRY DAMS PROFILES CURVATURE CONTINUOUS PRESSURE CHANNELS INVERTS PRISMATIC TWO DIMENSIONAL VELOCITY CREST COEFFICIENTS DISCHARGES DOWNSTREAM CHUTES SLOPES INSTRUMENTATION PUMPS...

...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...

... GATES CREST OVERSPILL APRONS DIVERSION INSTRUMENTATION CONTRACTS SRI LANKA CEYLON ASIA © Thomas Telford and ICE 1991 VICTORIA MAHAWELI GANGA VICTORIA DAM P m . Inan Ciu. Enurs, Part 1, 1991,90, Apr., 281-311 PAPER 9520 \ The Victoria Pl'oject, Sri La project planning...

...J TATTERSFIELD; PA MAWER © Thomas Telford and ICE 1989 WLPU CONSULTANTS HYDROELECTRICITY PROJECTS COUNTRIES DEVELOPING PLANNING ECONOMICS STUDIES WATER POWER RESOURCES EMBANKMENTS DAMS IMPOUNDING STORAGE CREST TUNNELS WORKS POWER HOUSES UNDERGROUND TURBINES...

...M BIRKINSHAW; WJ EASSON; CA GREATED; RM WEBB; JR CHAPLIN © Thomas Telford and ICE 1989 CITY UNIVERSITY LONDON WAVES DESIGN EXPERIMENTS MEASUREMENT VELOCITY ACCELERATION THEORY MODELS STREAMS FUNCTIONS FLOW MODELLING HEIGHT REGULAR CREST VERTICAL TIME DEPENDENT...

... 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...

...RC PRETTYJOHNS; E MARKLAND © Thomas Telford and ICE 1989 LEICESTER POLYTECHNIC WALES UNIVERSITY AIR REGULATION ADMISSION SIPHONS LABORATORIES TESTS PIPES SURFACE HEADWATER CREST DISPERSION WATER HEADS DISCHARGES RATIOS CONTROL EQUIPMENT EXPERIMENTS PERFORMANCE...

... VELOCITY ACCELERATION LASERS DOPPLER PREDICTION STREAMS THEORY FUNCTIONS CREST LOADS FORCES CALCULATIONS CHANGE STRUCTURAL HORIZONTAL ANEMOMETRY VERTICAL GRIDS TECHNIQUES SPILLING ANALYSIS DRAG NORTH SEA Proc. Insm Ciu.Engrs, Part 2,1988,85, Sept., 41S433 PAPER 9241 MARITIME...

...PC BARBER; CD DAVIES; P HOLMES; JH LOVELESS; JE CLIFFORD; M BARRETT; J GORDON; M DELANEY; P LACEY; NWH ALLSOP; G CRAWLEY © Thomas Telford and ICE 1986 DESIGN PROCEDURE CONFIGURATION COASTAL COASTS BEHAVIOUR INTERACTION MARINE SHAPING ENVIRONMENT CREST WATER PERFORMANCE COSTS...

... MEMBRANES DEFLECTION MEASUREMENT ASPHALT RESERVOIRS ROCKS MANAGEMENT CONTRACTS PROJECTS INDUSTRIAL RELATIONS ELECTRICITY LANDSCAPE SPOIL CREST DISPOSAL PLANTING LANDSCAPING EMBANKMENTS MOUNTAINS HYDRAULIC POWER GENERATION TENDERS COSTS GROUTING CONSTRUCTION CURTAIN PLANT...

... 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...

... CONSTRUCTION METHODS TESTS PERFORMANCE FOUNDATIONS FILL PROPERTIES TRIAL DEGRADATION MIX DESIGN STABILITY SETTLEMENT SITES TESTS INSTRUMENTATION WORKS SEEPAGE COSTS CONTRACTS CREST DOWNSTREAM KAOLIN CHINA CLAY COLLIFORD CORNWALL UK Proc. Instn Ciu. Engrs, Part 1, 1985,78...

... BULGING PERIGLACIAL DISTURBANCE WEAK UPPER STRENGTH TRIAL BANKS TENDERS VERTICAL DRAINS EXCAVATING BORROW PITS UPSTREAM MONITORING INSTRUMENTS SLIPS MOVEMENT FINITE ELEMENTS BEHAVIOUR SITE INVESTIGATION GEOLOGY FILL EARTH PLANT MATERIALS DRAINAGE SLOPES CREST PROTECTION...

... gates, machinery bridge, measuringweir and fish pass. Thereis provision to raise the level of themid-river weir crest to 18.90m O D in future, by either increasing the height of the concretecrest or adding oneor two longtilting gates. 7. It was decided to form a cut-off down to bedrock level because...

... was kept alive by an offe1r9i4n0 from Sir William Glanvilletoundertakesomeresearch on thesubjectusingscalemodels.Thisshowed eventually that a largegravitydamcouldbebreachedbysomethreetonsofexplosive detonated in contact with the wfaatceerat a specified depth below the crest. Thliesd directly...

... sweeps along the crest when buttresses 4, 8 and 12 were separately excited in turn. Fig. 3 showsthe expected reduction in resonance frequency with increase of water level, as well as reduction in response per unit of force applied. Fig. 22 shows thattheresponse is further reduced by the increase in water...

... CURVES LIPS CREST BEHAVIOUR INVESTIGATIONS SIPHONS ENERGY HEADS UPSTREAM RESEARCH FINITE DIFFERENCE Proc. Instn Ciu. Engrs, Part 2, 1980,69, Dec., 1059-1064 8309 DISCUSSION Theoretical and experimental investigation of air-regulated siphons K. H. M . ALI & D. PATEMAN Dr D. A. Ervine...

... for the Row overair-regulatedsiphonsA. dditionaal ssumptionsaremade regarding the shape of the streamlines at the lip and crest sections. It is also supposed that the Rowis criticaloverthecrest.Theresultingtheoryagreeswellwithexperimental head-dischargecurves,pressures and waterdepths.Twoseries of air...

... HYDROGRAPHS PROBABILITY LEVELS SURGES EVENTS STATISTICS HEIGHT CREST LONG TERM PREDICTION FINITE DIFFERENCE WATER STATIONS VARIABLES NORTH SEA YARE NORFOLK BURE WAVENEY GREAT YARMOUTH Proc. Insrn Cio. Engrs, Part 2, 1979, 61, Mar., 31-50 8162 Forecasting flood levels for joint...

...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...