.... The theoretical aspects of the designs are then discussed, with special reference to their stability against scour under foundation, safe bearing-pressure distribution, scour on the downstream side, and horizontal pressure due to moving water; formulae used in calculations are also noted. Costs of the two...

...T D KEY © Thomas Telford and ICE 1948 CLEANING FILTERS SAND SLOW RAPID GRAVITY REACTIONS BEDS AIR SCOUR REVERSE WATER FLOW SILT WATERWORKS ALEXANDRIA SIOUF EGYPT AFRICA KEY ON CLEFAILNOSTAIFNENGRDS. 323 Paper No. 5460. U Cleaning of Filter Sands." By THOMADS...

...R V BURNS; C M WHITE; A R B EDGECOMBE; T REHBOCK © Thomas Telford and ICE 1940 PUNJAB IRRIGATION RESEARCH INSTITUTE PROTECTION DAMS WEIRS SLUICES SCOUR DENTATED SILLS TESTS PUNJAB INDIA ASIA 594 CORRESPONDENOCNE HIGHWAY TRANSITION-CURVES. more natural movements...

... FRANCOIS CUT OFF SUDDS DESIGN IRRIGATION BITUMEN INJECTION EMULSIONS CONSTRUCTION DEVELOPING COUNTRIES SHEETPILING CAVITY STEEL RUBBLE MASONRY METHODS SCOUR PREVENTION MIXTURES PAINTING STEELWORK RIVERS CANALS FLOODS CONCRETE PILES DRIVING JETTING APRONS TOES .330...

... if the slope had stabilized a t 1in 2-7. It seemed to Mr. Inglis, therefore, that the Author was not justified in saying that there was plenty of margin for the apron to follow the scour down by small steps. Moreover, the Author continued : However, no breach occurred in June or July, or in August...

...R V BURNS; C M WHITE; J ALLEN; W E DORAN; T REHBOCK CORRESPONDENCE ON PAPERSPUBLISHED IN NOVEMBER 1938 JOTJRNAL. -~ Paper No. 5127. " The Protection of Dams, Weirs, and Sluices against Scour." 7 By ROBERVTALENTINBEURNSP,H.D., B.Sc., Assoc. M. Inst. C.E., and Assistant Professor CEDRIC MASEY WHITE...

... of the supply and scour-pipes, and for the disposal of flood-water. The tunnel is 15feet in internadl iameter, lined with concrete containing 600 lb. of cement per cubic yard, having aminimum thickness of 12 inches, the diameter being determined by theestimated maximum rate of discharge of flood-water. At every...

... APRONS ATTACK PITCHING SCOUR DISCHARGES BUNDS ALIGNMENT DELTAS FAILURES BANKS MODELS PROTECTION HARDINGE BRIDGE LOWER GANGES SARA INDIA BANGLADESH ASIA AND THEIARPPLICATION TO THHEARDINGBERIDGE. 201 Discuasion. The Author wished to draw attention toone of the first...

...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 PROTECTION DAMS WEIRS SLUICES SCOUR ANTI SCOUR CORRIGENDA. VOL. 10: 1938-39. p. 26 (November), equation (1); for PV& __ >10 P p l & rend __ >l0 P p. 34 (November), lines 28 et s q . ; for Figs. 9 ( a )read Figs. 9 ( d ) for Figs. 9 (b)read Figs. 9 (c) for Figs. 9 (c...

...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...

... DREDGERS DIVERSION SCOUR SPURS EMBANKMENTS PLAINS KATAVOTHRAS SALONIKA LAKE COPAIS BOEDTIA GREECE CORRESPONDENCE ON PAPERSPUBLISHED I N MARCH 1937 JOURNAL. Papers No. 5065 and 5097.1 The Salonika Plain Reclamation-Works. By BENJAMINWILLIAMSHUNTSMARN.S,c. (Eng M. Inst. C.E...

...B L HARVEY; SIR R GALES; C C INGLIS; W O LEITCH; W A RADICE © Thomas Telford and ICE 1937 BREACHES RESTORATION GUIDEBANKS BRIDGES RIVERS SLIPS SCOUR TOES APRONS MODELS EXPERIMENTS MOLES BUNDS CORRESPONDENCE ON PAPERSPUBLISHED I N NOVEMBER 1936 JOURNAL. Paper No. 5045.1...