... GORGES RIVERS ROCKS ELASTICITY MODULUS DIVERSION RAINFALL RUNOFF LAYERS DATA ISOHYETS CATCHMENTS MONSOONS CHANNELS HEADRACE PROTECTION THICKNESS CONCRETE SLABS BITUMEN FALLS WATERFALLS COSTS REMEDIAL WORKS MEASURES CONTRACTION TEMPERATURE CRACKING STORAGE POWER ECONOMICS...

... MODELS TESTS FLOW ROCKS WATER LININGS GROUTING CONCRETE SLABS OVERFLOWS CHANNELS MASTIC BITUMEN BLOCKS GROUTS GUNITING DRILLING AUXILIARY VALVES GATES TUNNELS DOWELS DRAINS REPAIRS DAMAGE PROBLEMS DRAINAGE ROCKS GEOLOGY BORING BOREHOLES LAKES FAILURES FISSURES PROPERTIES...

... MAINS INTAKES WELLS IRRIGATION REGIMES CHANNELS SILT GRADES CONSUMPTION RESERVOIRS EQUATIONS HYDRAULIC FORMULAE YIELD © Thomas Telford and ICE 1934 J+oceedings.l RIVERS, CANALS, AND WATER-SUPPLY 479 Discussion. Mr. H. J. F. GOURLEYshowed a number of slides relating to theMr...

... WATERWAYS WATER SUPPLY CITIES COUNTRIES DEVELOPING WATER CHANNELS BEDS STONE ALLUVIUM GRADIENTS SILT REGIMES FORMULAE PIPES WELLS HYDRAULIC SAND ABSTRACTION PUMPS WATERWORKS CONSUMPTION YIELD STREAMS RUGOSITY COEFFICIENTS EQUATIONS KANO 508 CORRESPONDENCE ON ALLUVIALRIVERS...

... forthe use of canal engineers in design : inthis communication he colhtes a mass of observations from rivers and canals and derives by a more rigid analysis a general theory oflow applicable t o channels flowing uniformly in incoherent alluvium. The problem of uniform or regime flow, as it first...

... COMPRESSED AIR CHANNELS WATERWAYS FLOODS DISCHARGES BANKS EMPRESS BRIDGE SUTLEJ PUNJAB INDIA PAKISTAN ASIA 146 CORRESPONDENCEON THE RECONSTRUCTIONOF THE [Minutesof Correapondence, Blenmwe. Mr. S. BLENCOWoEbserved thatthe habits of the river Sutlej should form the basis on which...

... BEDS EROSION PROTECTION STRUCTURES CONTROL RIVERS CANALS WATERWAYS DAMS MODELS EXPERIMENTS MULTIPLE SLUICES SILLS REHBOCK APRONS SCOUR WEIRS LIPS VORTICES HORIZONTAL VORTEX BARRAGES EFFECT DOWNSTREAM FLOODS BLOCKS OPEN REGULATORS CHANNELS FLUMES LABORATORIES ROLLERS...

...SIR BDO DARLEY © Thomas Telford and ICE 1932 DESIGN CONSTRUCTION CANALS COUNTRIES DEVELOPING IRRIGATION HEADWORKS RIVERS TRAINING WORKS BARRAGES GATES FALLS HEADS CHANNELS BRIDGES DRAINAGE WORKS DISCHARGES LOSS SIPHONS WATERLOGGING SURFACE DRAINS MECHANICAL...

... HEADWORKS CHANNELS LOSS FAILURES IRRIGATION LIME MASONRY FLOODS PIPES SIPHONS FORMULAE REGIMES GATES SILLS WEAR SCOUR PROTECTION FLOORS ALIGNMENT FORESTS CROPS AGRICULTURE BEHAVIOUR SILT WORKS WATERWAYS INDIA ASIA SARDA CANAL JAGBURA DEOHA P r o @ ! d W E...

...SIR T WARD; S PRESTON; E S LINDLEY; SIR BDO DARLEY © Thomas Telford and ICE 1932 DESIGN CONSTRUCTION CANALS IRRIGATION COUNTRIES DEVELOPING TROPICS MALARIA WATERLOGGING CHANNELS SIPHONS RAINFALL DRAINAGE Proceedings.] DISCUSSION ON THE SARDA CANAL. 161 Discussion. Sir...

... of the remedial work to which attention might be drawn was the relief channel in the crown of the tunnel,wherebypressurewaspreventedfrom accumulating outside the tunnel to a degree greater than that due to the height of the surface of the ground at the lowest points on the route of the aqueduct. The events...

... to the brittleness brought about by long use. Meeting.] STOANTON ENGINEERING RESEARCH. 391 8. For the War Office- ( a ) The head resistance of modeIs of stream-lined projectiles in a wind channel, up to speeds of three times that of sound. ( b ) The photographic investigation of thetrajectory of bullets in flight...

..., as necessary, to separate the channels from the mudshoals or banks.Thissubdivisionis shown in Fig. 5, Plate 2. A summation was made of every depth sounding shown on the charts in each of these areas, and the result was averagedandmarked. 7 2 McCLURE ON BOMBAY HARBOUR SUILVEY [Minutes of A calculating machine...

... in tshueccessful accomplishment of the dredging of the channel across the bar, and also in the possibility of maintaining it, that the Committee had been able to recommend the Government of Madras to proceed with the work. It was a bold conception to dredge achannel across acontinuous bar running along the coast...

...G LACEY © Thomas Telford and ICE 1930 STABLE CHANNELS ALLUVIUM SILT RIVERS CANALS TRANSPORT ALLUVIAL SILTATION CHANNELS VELOCITY RATIOS REGIMES FORMULAE DISCHARGES BEDS ARTIFICIAL SCOUR FACTORS EQUATIONS WATERWAYS CHENAB RIVER GANGES ~roceedin~s.1LACEY...

...W W GRIERSON; ES LINDLEY; F W WOODS; A B BUCKLEY; J S OWENS © Thomas Telford and ICE 1930 STABLE CHANNELS ALLUVIUM VELOCITY RIVERS CANALS WATERWAYS SILT ALLUVIAL SILTATION REGIMES DISCHARGES RATES SETTLEMENT WATER CHENAB RIVER RIVER RAVI IBRAHIMIA CANAL GANGES...

...W R ALLIN; E S BELLASIS; W T BOTTOMLEY; W M GRIFFITH; H E HURST; C C INGLIS; J M LACEY; SIR F SPRING; F C TEMPLE; SIR T WARD; J WILLIAMSON; G LACEY; REYNOLDS © Thomas Telford and ICE 1930 STABLE CHANNELS ALLUVIUM TRANSPORT SILT SEMI ELLIPTICAL BANKS BEDS EROSION SAND SCOUR...

..., and a total crest-length of 609 feet. The main watercourse, which has a capacity of217 G U S ~ C S(117 million gallons per diem), and into which waterentersthrough a screen of reinforced-concrete bars at thesouth-west endof the Ashop weir, has both open and covered sections as follows :- An overflow-channel...

...J M LACEY; J A SANER; BREHON SOMERVELL; G VASILESCO © Thomas Telford and ICE 1930 RIVERS NAVIGABILITY DELTAS SILT DREDGING CHANNELS DISCHARGES MOUTHS BARS JETTIES LOWER DANUBE SULINA BLACK SEA EUROPE ROMANIA RUMANIA 320 CORRESPONDENCE ON THE NAVIGABILITY...

... HARBOUR WORKS. [Minutes of springs and 1 to 1: knot at neaps. The ebb is the swifter and lasts for 7 hours. In monsoon time the ebb may run a t 4 knots and lasts for 10 or 11 hours. Before the channel was cut through the outer bar theebb would run continuously for days or even weeks according...