...M G PLATTS HYDROELECTRIC DEVELOPMENT ELECTRIFICATION HYDROELECTRICITY WATER POWER COUNTRIES DEVELOPING RIVERS RAINFALL RUNOFF MONSOONS CATCHMENTS REGULATION STORAGE EVAPORATION ABSORPTION LOSS RESERVOIRS FLOODS DISCHARGES DESIGN WORKS INTAKES DIVERSION WEIRS FLUMES...

... MALARIA EARTHING PROTECTION DAMS LINES HOLLOW WEIRS AMBURSEN CEMENT CONTRACTORS ENGINEERS HEALTH LABOUR SWAMPS SITES LOCATION MODELS EXPERIMENTS APRONS ANTI MALARIA ANTI MALARIAL COSTS FLOODS TIN MINES MINING GATES WATER FOUNDATIONS TESTS SILT SPILLWAYS SHOOTS PLACING...

... 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...

... SLUICES HORIZONTAL VORTICES REGULATION FLOODS VORTEX MAINTENANCE CURRENTS WEIRS GATES TESTS SILLS LIPS SUDAN EGYPT AFRICA SENNAR ASWAN RIVER NILE ASYUT Proceedings.] DISCUSSION ON BED EROSION. 223 Discussion. The PRESIDENiTn, moving the vote of thanks to the Authors...

...SIR C R KIRKPATRICK © Thomas Telford and ICE 1932 PRESIDENTS TIDAL RIVERS TIDES HISTORY WALLS FORESHORES DREDGING DATA FLOW FRESHWATER DOCKS BRIDGES TUNNELS WEIRS INDUSTRIES RIVER THAMES UK THE INSTITUTION OF CIVIL ENGINEERS. SESSION 1931-1932.-PART 1. MINUTES...

... of the Ashop weir by a small intake-weir and a watercourse a short distanceabove the confluence of thetwo rivers(Figs. 2, Plate 3). The watercourse has a capacity of 63 cubic feet per second and is 317 yards long, including a tunnel 120 yards long. The Ashop weir has a height of 12 feet above the river-bed...

...W W GRIERSON; R W S THOMPSON; SIR W ELLIS; W J E BINNIE; E SANDEMAN; A H JAMESON; A A BARNES; S M DIXON DIVERSION RIVERS RESERVOIRS WORKS WEIRS SCREENS AQUEDUCTS DISCHARGES CAPACITY DRAINAGE RAINFALL CITIES WATER SUPPLY YIELD CATCHMENTS AREAS VENTURI FLUMES CRUMP WEIRS FLOW...

...J S ALFORD; W I HALCROW; F C TEMPLE; J WILLIAMSON; R W S THOMPSON © Thomas Telford and ICE 1930 DIVERSION RIVERS RESERVOIRS CITIES WATER SUPPLY AQUEDUCTS WEIRS RAINFALL CONDUITS INTAKES WATERCOURSES HEADS LOSS TUNNELS RIVER ASHOP DERWENT VALLEY ENGLAND UK...

...T WARD; J A SANER; A B BUCKLEY; E S LINDLEY; A S STOKES; JOHNSTONE SLUICES MACHINERY IRRIGATION SCHEMES DAMS CANALISED AGRICULTURE WEIRS CANALS SILT WATER DISTRIBUTION CHANNELS DISCHARGES STORAGE CULTIVATION PUMPS BLUE NILE GEZIRA PUNJAB SUDAN INDIA Proceedings...

...-measurement.The main regulator a t kilometre 57 is shown in Figs. 5, Plate 4. The head regulators to major distributaries, with the exception of two, have clear over-fall masonry weirs or standing-wave weirs,l on which regulation is effected by means of verticatlimbers. These weirs were erected for the purpose...

...F W A HANDMAN © Thomas Telford and ICE 1929 MRS SIR W.G. ARMSTRONG, WHITWORTH & CO HYDROELECTRICITY POWER DEVELOPMENT ELECTRIC STATIONS RAINFALL FLOW GEOLOGY SITES DIVERSION TUNNELS EROSION CONCRETE LININGS DAMS HEADRACE SPILLWAYS WEIRS INTAKES PENSTOCKS...

... AQUEDUCTS CATCHMENTS DISCHARGES RAINFALL WASTE WEIRS PIPETRACKS CITIES COUNTRIES DEVELOPING BOMBAY TANSA LAKE INDIA ASIA Proceedingr.] STONEBRIDGE ON WATER-SUPPLY OF BOJIBAY. 89 The following Paper was submitted for discussion, and, on the motion of the President, the thanksof...

...P DAVIES © Thomas Telford and ICE 1927 RESERVOIRS AUTOMATIC SIPHONS SPILLWAYS STORAGE IRRIGATION DIVERSION WEIRS CAPACITY AGRICULTURE CANALS CONSTRUCTION DAMS WALLS EFFICIENCY EXPERIMENTS MODELS COSTS UNDERSLUICES MARAMSILLI RES. RAIPUR DISTRICT INDIA...

...SM DIXON; WC UNWIN; FC LEA; RE TICKELL; ES LINDLEY; MK RICE OXLEY; DH THOMSON; C BATHO; CH ROBERTS; SC LEWIS; FW MACAULAY © Thomas Telford and ICE 1925 MEASUREMENT DISCHARGES ROCKS DAMS EXPERIMENTS WEIRS COEFFICIENTS MEASURING TANKS BROAD CRESTED SHARP TEMPORARY WATER...

... the upstrecm ancl donmstream edges were rounded, the calculated discllwrge woultl be 10.5 cImcs per linear foot. With 4 fcet of watm above the crest level of the spillway the calculated ciixharge of a fiat-topped weir woulcl be 21.9 cusecs, and with thc w i r rounded both upstrcanl and dowustrcam 30.6 cusccs...

... that, as soon as the le$el of the riverwas raised above the weir: the water flowing over the top of the weir would causeerosionbelow the weir andleadtoabreachin it. Mr. Rothery sdescription of the method of construction of the weir wavs eryinteresting. It was, Mr. Buckleybelieved, entirely noycl. Mr. Lacey...

... QUANTITY DIVERSION WORKS CANALS SYSTEMS FORMULAE WATER COSTS DIVERSION WEIRS CALIFORNIA GULF BAJA CALIFORNIA COLORADO DESERT COLORADO RIVER YUMA USA MEXICO Prxeed;ngcJ ROTHEROYN AS IRRIGATIOKPROJECT. 16i (Paper No. 4416.) An Irrigation Project of the Californias...

...H H DARE WATER CONSERVATION & IRRIGATION COM. SPILLWAYS DAMS IRRIGATION DISCHARGES FLOODS CATCHMENTS MODELS TESTS RESERVOIRS WEIRS SURCHARGE BEHAVIOUR STORAGE CREST LENGTH DEPTH STORAGE BURRINJUCK DAM NEW SOUTH WALES MURRUMBIDGEE R. GOULBURN RIVER...

...P V O BRIEN; J PARR WATER SUPPLY GOLDFIELDS GOLD MINES MINING RESERVOIRS SUPPLY WATER DEVELOPMENT PUMPING STATIONS MAINTENANCE WORKS PIPES PIPELINES LIME TREATMENT CATCHMENTS AREAS RAINFALL RAIN YIELD GAUGING STATIONS GAUGES VEGETATION QUALITY WEIRS MAINS BITUMINOUS...

... the run joint for thinpipes, and to use lead cold in some convenient form. N-. Johnson. Mr. l?.R. JOIINSON was of opinion that the concrete for the weir was not specified and graded so :U to be sufficiently watel-tight, and that this was a eerious defect. I n the former Paper, by Mr. Palmer, it was stated...