...J A CASHIN; L LEIGHTON; J ALLEN; R D BROWN; J PALMER; N F P PIGOTT; W P THOMPSON; R A STEPHENSON; C PEEL; C H DOBBIE; A B PORTER © 1949 Thomas Telford Ltd 1949 ENGINEERING WORKS IMPROVEMENT ESTUARIES MARITIME WATERWAYS ESTUARINE DREDGING DEPTH CHANNELS MODELS FLOATS TIDES...

... METEOROLOGY SNOW ICE HIGHWAYS FOG RAINFALL LAND FROST ROTARY SNOWPLOUGHS CHEMICAL TREATMENT EFFECT SALT SURFACES DEPTH PENETRATION PLANT MACHINERY VEHICLES TRAFFIC CONTROL PLOUGHS DAMAGE RIVERS CANALS 40 DISCUSSION ON WINTERCONDITIONS AND THE CIVIL ENGINEER...

...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...

...A M MOON WATER MAINS INTERNAL DAMAGE PIPES DEPTH METHODS REPAIRS EXCAVATIONS INSPECTION SLEEVING TROLLEYS TUBES LOWERING GROUTING JOINTING © Thomas Telford and ICE 1943 194 MOONONINTERNALLY SLEEVING A 36-INCH WATER MAIN. INGENUITY COMPETITION, 1942. Internally...

... and analysis of authoritative flow formulas, and shows that they indicate the *following universal flow formula for uniform turbulent conditions :U U=Absolute constant X R 2 X (gas) , . . . . . . (1) where U denotes the mean velocity .over a section during adequate time, R the hydraulic mean depth, S the slope...

...J ALLEN MERSEY UK © Thomas Telford and ICE 1939 WATER FLOW RESISTANCE RIVERS CHANNELS BENDS ENERGY FRICTION BEDS BANKS CURVATURE MODELS ORIFICES CALIBRATION DISCHARGES GAUGES MEASUREMENT WEIRS HYDRAULIC DEPTH VELOCITY EARTH CALCULATIONS ROUGHNESS CURVES...

...SIR R R GALES; J R BELL PRINCIPLES RIVERS TRAINING RAILWAYS BRIDGES APPLICATIONS BUNDS APRONS GUIDEBANKS CLASSIFICATION BREACHES SCOUR DESIGN LENGTH DEPTH PIERS FOUNDATIONS PROTECTION BEDS WORKS CUT OFF SILT CONTENT INFLUENCE SAND COVERING PROTECTIVE CONTROL METHODS...

...R V BURNS; C M WHITE © Thomas Telford and ICE 1938 PROTECTION DAMS WEIRS SLUICES SCOUR ANTI SCOUR MODELS EXPERIMENTS EQUIPMENT BEDS MATERIALS TESTS APRONS PROTECTIVE DEVICES SILLS INFLUENCE TAILWATER DEPTH DISCHARGES SIZE RTJRNS AND WHITE ONPROTECTION OF DAMS,ETC...

...C F J LISLE © Thomas Telford and ICE 1937 FLOW WATER CHANNELS SHORT SPECIFIC ENERGY DEPTH ENTRANCES SLOPES INVERTS STILLING POOLS SCALE RATIOS EXPERIMENTS MODELS VELOCITY JUMP HYDRAULIC LISLE ON THE FLOW OF WATER IN SHORT CHANNELS. 287 Paper No. 5082. I The Flow...

...T DONKIN © Thomas Telford and ICE 1937 EFFECT CAPACITY COSTS TRUNK SEWERS METHODS CALCULATIONS VELOCITY DISCHARGES SECTIONS FORMULAE CALCULATIONS DIAMETER DIMENSIONS DEPTH FLOW CIRCULAR SHAPE INVERTS EGG SHAPED FORMS CROSS SECTIONS DONKIN ON CROSS-SECTION OF TRUNK...