...L A MARTIN; W R C MYERS; MANNING; DARCY WEISBACH © Thomas Telford and ICE 1991 I G DORAN ULSTER UNIVERSITY AT JORDANSTOWN MEASUREMENT OVERBANK FLOW COMPOUND RIVERS CHANNELS EXPERIMENTS VELOCITY DISTRIBUTION DISCHARGES FLOOD PLAINS MOMENTUM TRANSFER CAPACITY RESISTANCE...

...A CALVER; W L WOOD Proc. Instn Cio. Engrs, Part 2, 1991, 91, Sept. 593-602 PAPER 9717 Dimensionless hillslopehydrology WATER BOARD A. CALVER, BSc, PhD, MIWEM* W. L. WOOD, MA, PhD? Slope discharge and its controlling variables are defined in a non-dimensional setting using the Buckingham R theorem...

...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...

...H O ANWAR HYDRAULICS RESEARCH SPREAD SURFACE PLUMES DECELERATION PHASE COASTAL WATER COASTS DISTRIBUTION TEMPERATURE WARM DISCHARGES OUTFALLS TIDAL CURRENTS TIDES SPRING EBB CURRENTS HORIZONTAL ISOTHERMS PROFILES DILUTION SPREAD NON DIMENSIONAL PARAMETERS POWER...

...B J HOOK; J R KEMBLE © Thomas Telford and ICE 1991 DOBBIE WEYMOUTH & PORTLAND BOROUGH COUNCIL SEA DEFENCES DESIGN CONSTRUCTION FLOODING WALLS FLOODS SEA WALLS IMPROVEMENT INTERCEPTING CULVERTS CUT OFF ALLEVIATION OPEN CHANNELS DISCHARGES HARBOURS PERCOLATION...

...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...

...N H COTTMAN; G R MCKAY; C VAN BEESTEN; M J KENN © Thomas Telford and ICE 1991 BRIDGES CULVERTS REDUCED SIZE COSTS USE FLOW TRANSITION STREAMLINED FROUDE NUMBERS CONSTANT FLOODS RELIEF STRUCTURES DISCHARGES DRAINAGE DEBRIS REDUCTION Proc. Instn Civ. Engrs, Part 1,1991...

...K L COLE; P C NEAL; BLONDIN SRI LANKA CEYLON ASIA © Thomas Telford and ICE 1991 SIR ALEXANDER GIBB BALFOUR BEATTY EDMUND NUTTALL VICTORIA PROJECT CONSTRUCTION DAMS COUNTRIES DEVELOPING TROPICS PLANNING CONTROL PROJECTS MANAGEMENT RIVERS DISCHARGES REGIMES...

...P GOODWIN; R A DENTON; UNISTAGEOSUR UNITED STATES USA NORTH AMERICA SACRAMENTO R CALIFORNIA SEASONAL INFLUENCE SEDIMENTS TRANSPORT CHARACTERISTICS RIVERS FIELD MEASUREMENT SUSPENDED STREAMFLOW DATA GEOLOGY SURVEYS QUANTITY DISCHARGES VARIATIONS MAGNITUDE FLOW...

... in laboratory experiments over a wide range of ambient velocities. Detailed concentration measurements and flow visualization show that jet behaviour for buoyancy-dominated discharges is governed by the dimensionless depth yu:/B, where B is the discharge buoyancy flux, and U, is the ambient current velocity...

... PUBLIC HEALTH SURVEYING SURVEYORS HISTORY DISCHARGES CAPACITY PRACTICE GIER LYON NIMES PONT DU GARD FRANCE ROMAN EMPIRE Proc. Instn Civ. Engrs, Part 1, 1991, 90, Feb., 123-143 9588 GROWUAPTER ENGINEERING Roman hydraulic engineering: two Vitruvian problems W. G .LOCKETT, MA, FICE...

...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...

... ACCURACY ENVIRONMENT DESIGN INITIAL PREDICTION FIELD DISCHARGES STUDIES EQUATIONS PROTECTION USA UK Proc. Instn Cio. Engrs, Part 1,1989,86, Oct., 953-961 TN521 GROMUAPNEANGGEIMNENERTING Marine outfalldesign4omputer models for initial dilution in a current J. J. SHARP, MSc, PhD, ARCST...

... UNIFORM SEDIMENTATION TANKS EXPERIMENTS TRANSVERSE BANKING WALLS CENTRELINE EFFECT POSITIONING CONSTANT DISCHARGES SYMMETRICAL ELEVATIONS WIDNES UK Proc. Instn Cio. Engrs, Part 2,1989,87, June, 271-288 TECNHONTICEAL 519 WATER ENGINGEREROIUNPG Effect of bed superelevation...

... of the results from four short reaches shows that the model parameters exhibit a sensible relationship with river discharge and, moreover, that they can be combined in a simple, non-dimensional ratio which remains essentially constant for each reach over the complete range of discharges encountered during...

...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...

...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...

...HM HAYDL; MJ BLACKLER; JGM WOOD © Thomas Telford and ICE 1988 ECCENTRIC SILOS DISCHARGES DESIGN PRACTICE DATA CIRCULAR BENDING TECHNIQUES PRESSURE METHODS ANALYSIS Proc. Instn Civ.Engrs, Part 2,1988,85, June, 371-372 DISCUSSION ON TN 490 STRUCTURENAGLINEERGINRGOUP Eccentric...

...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...