...B STANDING; S JOHNSTON © Thomas Telford and ICE 1951 FUNCTIONS CALCULATIONS HEIGHT SURFACES RESERVOIRS CONSTANT INFLOW OUTFLOW WEIRS CREST S66 STANDINAGND JOHNSTON OGNOULDFUSNCTION Paper No. 5780 Gould s unction by BASILSTANDINGM,.Sc., A.M.I.C.E., and SIDNEYJOHNSTON...

... WEIRS ESTIMATING TEES VALLEY WATER BOARD RIVER LUNE GRASSHOLME BLACKTON RIVER BALDER LUNEDALE BALDERSDALE SELSET UK JOURNAL OF THEINSTITUTION OF CIVIL ENGINEERS NO. 2 1950-51 DECEMBER 1950 Paper No. 5781 The Silting of Impounding Reservoirs c by THOMASTANLEYREX WINTER...

...A H JAMESON; J ALLEN; J C GRASSIE; S DAVIS; W N MCCLEAN © 1949 Thomas Telford Ltd 1949 FLOW SHARP EDGED WEIRS EFFECT THICKNESS CREST SHARP EDGES TESTS ESTIMATING FORMULAE COEFFICIENTS JOURNAL OF THE INSTITUTION OF CIVIL ENGINEERS No. 8, OCTOBER 1949 : SUPPLEMENT...

...J ALLEN; W EASTWOOD © Thomas Telford Ltd 1949 PSCALE MODELS EXPERIMENTS SILT TRAPPING BASINS CONFLUENCES CANALS RIVERS WATERWAYS MODELLING SETTLING WEIRS TESTS DEPOSITION SAND RATES DISCHARGES RIVER MERSEY MANCHESTER SHIP IRLAM UK ALLEN AND EASTWOOD...

...A H JAMESON © Thomas Telford Ltd 1948 FLOW SHARP EDGES SHARP EDGED WEIRS THICKNESS EFFECT CREST FORMULAE EXPERIMENTS TEMPERATURE VALUE 36 JAMESONON FLOW OVER SHARP-EDGEDWEIRS : Paper No. 5556. '' Flow over Sharp-edged Weirs: Effect of Thickness of Crest...

...F R MELVILLE; RLG HETHERINGTON © Thomas Telford and ICE 1948 WATER SUPPLY COUNTRIES DEVELOPING TOWNS DAMS EARTH RESERVOIRS CONCRETE CORES WALLS EMBANKMENTS TUNNELS WEIRS CHANNELS CATCHMENTS COAGULATION BASINS PIPELINES COUPLINGS CULVERTS JOINTS VALVES TESTS COSTS...

... WEIRS FOUL DISCHARGES 574 CORRESPONDENCE ON DRAW-DOWN AND OTHERFACTORS Paper No. 5567. Draw-down and other Factors relating to the Design of Storm-Water Overflows on Sewers. t By CHARLESDIMONDCONWAY BRAINEB, .Sc., M.I.C.E. Correspondence. Mr.D. K.McKenzie observed that ina combined sewerage...

...C D C BRAINE © Thomas Telford and ICE 1947 DRAWDOWN FACTORS DESIGN STORMWATER OVERFLOWS SEWERS DEPTH SIDES WEIRS STILLING PONDS OUTFALLS FLOW RESTRICTED SIPHONS 136 BRAINE ON DRAW-DOWN AND OTHER FACTORS RELATING Paper No. 5567. Draw-down and Other Factors relating...

...J D ATKINSON; E T P CARDIACOS; R D GWYTHER © Thomas Telford and ICE 1946 RECONSTRUCTION RIVERS WEIRS FLOODS BLOCKS APRONS DAMAGE COUNTRIES DEVELOPING DIYALA IRAQ MIDDLE EAST JOURNAL OF THEINSTITUTION OF CIVIL ENGINEERS NO OCTOBER 1946 : SUPPLEMENT CORRESPONDENCE...

... and HAROLDWILLIAM CLARE. Correspondence. Professor HerbertAddison askedwhether further information was available about the methods of discharge measurement, using sluice-ways and broad-crested weirs, described onpp. 286 and 290. When water flowed beneath sluice-gates, threefairly distinct kinds of regime were...

...R F WILEMAN; H W CLARK © Thomas Telford and ICE 1946 RIVER NENE CATCHMENT BOARD MEASUREMENT DISCHARGES RIVERS BASINS GAUGING STATIONS METHODS CATCHMENTS SELECTION DESIGN SITES MEASURING WEIRS BROAD CRESTED BROADCRESTED RAIN WATER TEMPERATURE CURRENTS METERS USE...

...R F WILEMAN; H W CLARK; SIR P FRANK; R W S THOMPSON; J A O RIORDAN; W E DORAN; F NEWHOUSE; W N MCCLEAN; M G IONIDES; J W BURNS; N A MOWBRAY; W ALLARD; J GLASSPOOLE; SIR C INGLIS; A LINFORD MEASUREMENT DISCHARGES RIVERS BASINS GAUGING METHODS CATCHMENTS FLUMES WEIRS FLOW DATA RAIN...

...J D ATKINSON; G CARDIACOS © Thomas Telford and ICE 1945 RECONSTRUCTION WEIRS RIVERS COUNTRIES DEVELOPING REPAIRS FLOODS DAMAGE PILING SHEETPILING PILES SHEETPILES SUDDS DRIVING DEMOLITION CONCRETE BLOCKS DIYALA RIVER IRAQ MIDDLE EAST 22 ATKINSON...

...R M WALKER © Thomas Telford and ICE 1944 FLOW QUADRATIC WEIRS DISCHARGES MEASUREMENT THEORY EQUATIONS TRIANGULAR RECTANGULAR 42 WALKER ON FLOOWVEQRUADRATIWCEIRS AND OYER Paper No. 5398. Flow over Quadratic Weirs and over Weirs with Discharge Proportional to Head...

...F F HAIGH; C H HUTTON © Thomas Telford and ICE 1942 CENTRAL HYDRAULIC LABORATORY, LAHORE BARRAGES SAND FOUNDATIONS DESIGN WEIRS PRESSURE STABILITY SHEETPILING EMERSON NARORA INDIA ASIA CORRESPONDENCE ON THEEMERSONBARRAGE. 455 CORRESPONDENCE...

...F F HAIGH BARRAGES THEORY DESIGN WEIRS SAND CONSTRUCTION WATER SUPPLY PROJECTS FOUNDATIONS ENERGY FLOW MATHEMATICAL IRRIGATION RIVERS DISCHARGES LEVELS WATERWAYS COSTS SUBSOIL REGULATORS SILT CANALS TRAINING WORKS MACHINERY EXCAVATION PUMPING SHEETPILING CONCRETING...

... belowweirs 1. In particular the optimum means of dissipating energy and preventing scour below dams and aprons of various slopeswas studied. To beeffective a deflecting weir should ensure the formation of (1) a hydraulic jump on the apron in all cases of rapid flow, and (2) a bottom eddy tending to move bed...

...A M BINNIE; R K WRIGHT; A C BUCK; J WILLIAMSON © Thomas Telford and ICE 1941 LABORATORIES EXPERIMENTS SPILLWAYS BELLMOUTHS DISCHARGES VERTICAL SHAFTS PIPES RESISTANCE WEIRS CREST 450 CORRESPONDENCEON FOUNDATIONS FOR BASEMENT BUILDINGS. building included several basements...

...H C WHITEHEAD; L B ESCRITT; P HANSEN; H V LAWRANCE; F G PENNY; C B TOWNEND © Thomas Telford and ICE 1941 DESIGN SEWAGE PURIFICATION WORKS TANKS SEDIMENTATION FLOW PYRAMIDS WEIRS REMOVAL DETRITUS FILTRATION SLUDGE DEWATERING INCINERATION EQUIPMENT TREATMENT ODOURS...

...A G VAUGHAN-LEE; W J E BINNIE; SIR B DARLEY; W L LOWE BROWN; R STOKES; J E BOSTOCK; J PALMER © Thomas Telford and ICE 1941 BARRAGES WORKS WEIRS GRADIENTS APRONS IRRIGATION DRAINAGE DESIGN CONSTRUCTION COUNTRIES DEVELOPING GATES CANALS HYDRAULIC FLOORS FLOW SHEETPILING...