... WAY RIVERS PIERS PUMPHOUSES WATER SUPPLY ERECTION TEMPORARY TESTS STATIC LIVE LOADS DEFLECTION COUNTRIES DEVELOPING FOUNDATIONS PIERS CAISSONS SUPERSTRUCTURES CHORDS TENSION MEMBERS SERVICES CONCRETE LOADING BAGHDAD RIVER TIGRIS IRAQ MIDDLE EAST JOURNAL...

...C M ROBERTS; J K HUNTER; O C ZIENKIEWICZ; J WILLIAMSON; C HUDDLESTON FUNDAMENTAL ECONOMICS DESIGN HYDROELECTRIC RUNOFF RIVERS HYDROELECTRICITY FLOW RECORDS DURATION CURVES UTILISATION POWER STATIONS DEVELOPMENT PROJECTS © Thomas Telford and ICE 1951...

...W H HAILE; H CHEETHAM; J ALLEN UK HOLLAND NETHERLANDS NOTTINGHAM DELFT RIVER TRENT FLOODS PREVENTION CITIES HYDRAULIC MODELS CONSTRUCTION MODELLING RIVERS DELFT UNIVERSITY © Thomas Telford and ICE 1951 xx CORRESPONDENOCNE FLOOD PREVENTIOSCNHEMES...

...T S R WINTER; B STANDING; H SEDDON © Thomas Telford and ICE 1951 SILTING IMPOUNDING RESERVOIRS BEDS LOADS TRANSPORT EROSION SILT HYDRAULIC RIVERS TURBIDITY XiV CORRESPONDENCE ON THE SILTING OF CORRESPONDENCE ON A PAPERPUBLISHED IN DECEMBER 1950 JOURNAL Paper No. 5781...

...C M ROBERTS © Thomas Telford and ICE 1951 FUNDAMENTAL ECONOMICS HYDROELECTRICITY DESIGN STUDIES CONDITIONS FACTORS PROBLEMS DAMS SIZE PIPELINES HYDRAULIC RAINFALL RUNOFF STORAGE RIVERS TUNNELS OPERATING EFFICIENCY POWER STATIONS ROBERTS ON FUNDAMENTALECONOMICS...

...W H HAILE; H CHEETHAM Synopsis The Paper describes the urban flooding problems in the River Trent valley affecting the City of Nottingham and adjacent Urban Districts, the worsening of conditions due to urban development in the flood plains, and the methods of dealing with the problem. Owing...

... to be rather high in view of the experience on the Thames. A large number of gaugings, both by current-meter and subsequent check against weir-discharge formulae, normallygave a coefficient not exceeding 0-8,in a deep river, and on the smaller tributaries it was muchless-down to about 0.64. Was the difference...

...A S THOM; J H H GILLESPIE; A C GARDNER © 1950 Thomas Telford Ltd 1950 INVESTIGATIONS TIDAL PHENOMENA ESTUARIES SCALE MODELS TIDES RIVERS MODELLING CLYDE ESTUARY SCOTLAND UK 340 CORRESPONDENCE ON INVESTIGATION OF TIDAL PHENOMENA due course, but the Author could state...

...G M BINNIE; A D LEWIS RIVERS IRRIGATION SILT DISCHARGES INLAND DELTAS STORAGE SILTATION KARUN RIVER SHATT EL ARAB KHUZISTAN IRAQ IRAN PERSIA MIDDLE EAST 360 CORRESPONDENCE ON SOME NOTES ON THE since there was no other way in which the true natureof such loads could...

...R B B B GUPTA; A DEAN; W L MURRELL © 1950 Thomas Telford Ltd 1950 CAUSEWAYS SAND FOUNDATIONS RIVERS DEVELOPMENT BRIDGES SUBMERSIBLE FLOODS LEVELS INDIA ASIA SECONDARSYTRESSES IN CYLINDRICASLH.ELRLOOFS 353 that the fourthof the equations a t the bottom of p. 138...

...W J BERRY INDIA ASIA EXTRACTION WATER RIVERS WATER SUPPLY INDUSTRIAL USE © 1950 Thomas Telford Ltd 1950 CORRIGENDA 179 CORRIGENDA Novenlber 1949 Journal (Paper No. 57llj-Berry:p. 43, fourth line from bottom ; for galley read gallery. p. 44, lines 4 and 5 : for If used...

...B WHITTERON WATER SUPPLY ENGINEERING COUNTRIES DEVELOPING RIVERS DEVELOPMENT INTAKES PUMPING INSTALLATIONS SEDIMENTATION FILTERS TANKS BAGHDAD RIVER TIGRIS IRAQ MIDDLE EAST © 1950 Thomas Telford Ltd 1950 94 WHITTERON ON THE BAGHDAD WATER-SUPPLY : Paper No. 5755...

... protection ; (3) protection and lining of rivers and inland waterways ; (4) linings for reservoirs and dams. Works described include the grouting of the breakatem at the Hook of Holland and the novel construction of a harbour arm at Harhgen of sand protected only by the practice of three...

...G M BINNIE; H CHATLEY; C INGLIS; C L CHAMPION; J D ATKINSON; M G IONIDES; W ALLARD; F S HARDY; H HEADLAND; J K HUNTER; H E MERRINGTON RIVERS IRRIGATION REGIMES CHANGE CHANNELS BARRAGES FLOW ALLUVIAL PROJECTS COUNTRIES DEVELOPING FINANCE ECONOMICS GORGES FLOODS HYDROLOGY RECORDS...

...G M BINNIE Synopsis. The first part of the Paper describes the major rivers of Khuzistan, the ancient irrigation systems, and the possibilities of reviving irrigation on a large scale in the province without deteriment to navigation on the Karun. Used in conjunction with the Ab-i-Diz, a tributary...

...R B B B GUPTA Synopsis. This Paper outlines the gradual development of vented causeways on sand foundations on the Grand Trunk Road across Indian rivers which are not snow-fed; such rivers have their sources in, and flow through, the old geological formation south of the Indo-Gangetic plain...

...W J BERRY Synopsis. Works for the intake of water from rivers in India for waterworks, power stations, and textile factories have to be designed to cope with the extreme variations in the flow conditions in such rivers; in fact, during the dry season it is often exceedingly difficult to obtain...

...J A CASHIN; D A COLLINS; I C BARLING; N A MOWBRAY; D H LITTLE © 1949 Thomas Telford Ltd 1949 ENGINEERING WORKS IMPROVEMENT ESTUARIES RIVERS DREDGERS TIDAL MODELS DREDGING TIDES MODELLING HOPPERS CHANNELS ESTUARINE REVETMENTS BANKS ACCRETION FORESHORES RIVER MERSEY...

...J ALLEN; W EASTWOOD; P RUSSELL; R C S WALTERS CORRESPONDENCE ON SCALE-MODEL EXPERIMENTS TO DETERMINE THE BEST FORMOFSILT-TRAPPING BASIN. 543 Paper No. 5639. Scale-Model Experimentsto determine the BestForm of Silt-trapping Basin at the Confluence of the Manchester Ship Canaland the River Mersey...

...A C FEWTRELL; K A CHATTERTON; G I DAVEY; T A FARRENT; J D GARLAND; J A HOLT; W J MURRELL 582 CORRESPONDENCOEN THE NEW HAWKESBURY RIVER CORRESPONDENCE ON PAPERSPUBLISHEDIN OCTOBER 1949 JOURNAT,. Paper No. 5694. The New Hawkesbury River Railway Bridge, New South Wales, Australia. t By Major...