... 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 VOLCANIC GORGES...

... of the gorge were generally less perpendicular, and there were occasional islands, each consisting of a very large rock, in that part of the river channel which was to become the tail-race. A short distance upstream, the river ran between vertical cliffs, which had been rejected as bridge abutments on account...

.... No. 2 was a very disappointing intake; most of the sand wasat the top, and the lower layerscontaineda good deal of clay. Vertical channels of gravel had been formed inside a14-inch pipe a t intervals round the well, so as tointerconnect the various horizontal sand layers and thus tap as much water...

... 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...

... 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 NIGERIA AFRICA 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...

... 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...

... 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 connected with the inception and construction of the Sydney pressure...

... 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 SARDA CANAL JAGBURA DEOHA INDIA ASIA P r o @ ! d W E...

... 1 was read recently at the Institution. If the Author could include in his reply to thediscussion a statement showing howsome typical canal and distributary had been designed by the Kennedy formula and how they should have been designed by the Lacey formula, and then show the channel as it actually...

...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...

... into square-mile areas, andsubdividingthese square miles, 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...

...T E STANTON © Thomas Telford and ICE 1931 NATIONAL PHYSICAL LABORATORY ENGINEERING RESEARCH LABORATORIES JAMES FORREST LECTURE GOVERNMENT SPRINGS LUBRICATION BALLISTICS CHANNELS HEAT TRANSMISSION FLUIDS CRACKS MASONRY APPLICATIONS SCALE MODELS TESTING METHODS TESTS...

...W W GRIERSON; F PALMER; SIR C KIRKPATRICK; SIR L SAVILE; C W BRIMS; G E W CRUTTWELL; A BINNS; H J FEREDAY; T J GUERITTE; C J R WILLIAMS; R F HINDMARSH; R C BRISTOW HARBOURS WORKS DEVELOPMENT QUAYS DREDGING CHANNELS MATERIALS TEMPORARY PILES PLANT CRUCIFORM DEVELOPMENT JETTIES...

...M F G WILSON; H A REED; S M DIXON; E T WARD © Thomas Telford and ICE 1930 RIVERS NAVIGABILITY DELTAS MOUTHS SILT DREDGING DEPTH CHANNELS DREDGERS BARS PIERS LOWER DANUBE SULINA BLACK SEA EUROPE ROMANIA RUMANIA Proceedings.] DISCUSSION ON 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...

...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...

...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 EGYPT PAKISTAN INDIA...

...R W S THOMPSON © Thomas Telford and ICE 1930 DERWENT VALLEY WATER BOARD DIVERSION RIVERS RESERVOIRS VALLEYS WORKS WEIRS INTAKES WATERCOURSES DRAINAGE AREAS DISCHARGES SIPHONS CUT AND COVER CHANNELS STEEL PIPES TUNNELS CEMENT MORTAR VENTURI FLUMES TESTING METHODS...