... 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...

... 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...

... scouring-effect of ocean currents round the group of islandb forming Bombay. TIDALMODELOF BOMBAYHARBOUR. In order to study the effects on the harbour regime which would follow the construction of new docks, and also to obtain guidance in the matter of the necessary channels thereto, a design for a tidal...

...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...

... VORTICES RIVERS CANALS FORMULAE VELOCITY FLOW OPEN DEPTH WATERWAYS DETRITUS HYDRAULICS TURBID PIPES GRADIENTS FRICTION DRAG TRANSPORTATION DATA REGIMES DISCHARGES FLOODS RUGOSITY COEFFICIENTS LAWS PUNJAB BIJNOR INDIA EGYPT 312 CORRESPORDENCE ON STABLE [Minuteo...

... EROSION CHANGE REGIMES LABOUR HOPPERS RESTORATION RANGOON MOWERS POINT BURMA ASIA INDIA Proceedings.] RIVER-TRAINISG WORKS. 207 point. Mr. Me&hadreferredtothelargeexpenditurewhich had been incurred a t Rangoon on plant.Alongexperience Sir Williarn of Matthew% work in the tropics had...

...R GORDON © Thomas Telford and ICE 1893 HYDRAULICS WORKS DELTAS RIVERS EMBANKMENTS REGIMES CHANNELS FLOODS DISCHARGES RAINFALL IRAWADI IRRAWADDY NAWOON RIVER BURMA MYANMAR INDIA ASIA 276 GORDONON THE IRAWADDI ELTA. [Selected (Papev No. 2678.) Hydraulic Work...

... WALLS WEIRS TIDAL SLUICES WORKS BASINS FLOODS WATERWAYS TIDES ACCRETION SILT MOVABLE EMBANKMENTS INLAND NAVIGATION EBB CHANNELS CURRENTS DEPOSITS CAPACITY DEPOSITION HYDROLOGY BANKS DEPTH REGIMES WARNINGS SEINE HAVRE HONFLEUR ROUEN FRANCE EUROPE Proceedings...

...A GUERARD; L F V HARCOURT © Thomas Telford and ICE 1885 PONTS ET CHAUSSEES PORT DE MARSEILLE MOUTHS RIVERS REGIMES IMPROVEMENT TIDELESS NON TIDAL OUTLETS SEA DISCHARGES ALLUVIUM TIDES WIND CURRENTS LITTORAL LOCAL WORKS CANALS EMBANKMENTS BARS ACCRETION FORMATION...

... RECLAMATION IMPROVEMENT REGIMES HUMBER SPURN POINT SPURN HEAD UK OUTFALL OF I3UMBER. 493 Mr. SHELFORoDbserved that the diagrzms were not copies, but adaptations of the charts. The soundings had been omitted from want of room, and contour lines substituted. Fig. 1, Plate 21...

...W SHELFORD © Thomas Telford and ICE 1869 RIVERS OUTFALLS ESTUARIES HISTORY CHARTS LIGHTHOUSES SANDBANKS SAND BANKS TIDES TIDAL REGIMES WATER FRESHWATER WORKS ACTION FLOW CHANGE CHANNELS RECLAMATION IMPROVEMENT HUMBER SPURN HEAD HOLDERNESS SPURN POINT UK...