... DISCHARGES DESIGN WORKS INTAKES DIVERSION WEIRS FLUMES FOREBAYS BUNDS PIPELINES HEADWORKS PIPES PENSTOCKS POWER HOUSES MACHINERY EQUIPMENT PLANT POWER STATIONS ELECTRICITY HIGH TENSION TRANSMISSION LINES METHODS ESTIMATING YIELD PYKARA MADRAS PROVINCE GLEN MORGAN INDIA...

..., but also on achieving such excellent work that, although the slabs were thin, the dam hadproved to be absolutely watertight. The dam itself was of the hollow weir or Ambursen type. That design had, he believed, met with considerable favour in Canada, where there was no record of a failure. Mr. Hellstrom...

... 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 Proceedings.] DISCUSSION ON BED EROSION. 223 Discussion. The PRESIDENiTn, moving the vote of thanks to the Authors, The Pmident. remarked that he had read...

...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...

...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...

... which the aqueduct passed, but he would ask whether the direct route through the the hill from the Ashop weir to theDerwent reservoir had ever been considered as an alternative to the line adopted. From Fig. l the distance would appear to be approximately 5 furlongs less in a direct line, and the work...

...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 © Thomas Telford and ICE 1930 DIVERSION RIVERS RESERVOIRS WORKS WEIRS SCREENS AQUEDUCTS DISCHARGES CAPACITY DRAINAGE RAINFALL CITIES WATER SUPPLY YIELD CATCHMENTS AREAS...

... EXCAVATIONS MACHINES CONTROL WATER DISTRIBUTION PUMPS WEIRS LEVELS EARTHWORKS NIGHT STORAGE GEZIRA PLAIN BLUE NILE WHITE NILE SUDAN AFRICA 68 JOHXSTONE ON THE GEZIRAIRRIGATION SCHEME: [Minutes of The following Papers were submitted for discussion, and, on the motion...

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

... dam ; (7) the spillway-weir ; (8) the penstock intakes ; (9) the penstocks ; (10) thecable-tunnel;and (11) the temporary ropeway. To permit of the construction of the main dam, the river was diverted on theeast side of the gorge, through a tunnelfitted with hydraulically-operated valves t o regulate...

.... The Il'uma D,uplicatio,b If'orbThe next tlevelopmcnt, which was sanctioned inFebruary, 1913, and co~nplctedin December, 1915, consisted in heightening thc Tansa dam by 9-58 feet, from 405 to 414.58 aboveTown HalldatumThe levels arcthose of waste weirs, which were 1,650 feet long, the crest of the dam being 5...

... Central Provinces, Indiaw, hich has a capacityof about 5,800 million cubic feet, was builtto provide supplementary storagein connection with the Mahanadi canal irrigation project. Tbis scheme comprises a diversion-weir and under-sluices, the Maramsilli storage-reservoir with its siphon spillway...

... 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...

... the experiments describcd, to determine satisfactorily a coefficient to use inmaking a calculation of the dischargeover the Caban dam.ThefollowingTablcprovided an interestingcomparison of the Authors' coefficients with Bazin's coefficients for the standard sharp-edged weir withtheendcontractionssuppressedandthe...

...J S WILSON; M MACDONALD; R B BUCKLEY; W C UNWIN; S M DIXON; T WARD; F V ELSDEN; J S BERESFORD; R W WESTERN; LACEY; ROTHERY SILT VELOCITY WATER FLOW OPEN CHANNELS HYDRAULICS RIVERS MEASUREMENT DISCHARGES RECORDERS SLUICES EMBANKMENTS DEPOSITS METHODS CONSTRUCTION WEIRS CANALS...

... range of the river s surface would be 22 feet, were it not, t h a t low-waterconditionsnecessitate theconstruction each year of a temporary weir across the river. This conserves sufficient entry head through the gate t o ensure a full supply for the offtake canal. The effect of the weir reduces...

... of 1,800 to 2,100 feetabovethebed of the Murrumbidgee river. Theformabion is recl granite,andconstruction of spillway-weirs even approximately on the axis of the dam was out of the qucstion, onaccount of thevastquantity of excavation that mould have beeninvolved.Thedesign of the spillways adopted, as shown...

...A W BRIGHTMORE; S C CHAPMAN; F R JOHNSON; G B KERSHAW; G E LAW; D C LEITCH; C S R PALMER; G W WILLCOCKS; P V O BRIEN; J PARR © Thomas Telford and ICE 1918 WATER SUPPLY SUPPLY WATER DAMS PRESSURE DISCHARGES PIPES COATINGS CONCRETE WEIRS PIPELINES CORROSION INTERNAL...

... QUALITY WEIRS MAINS BITUMINOUS COATINGS CORROSION EXTERNAL PITTING SCALING INTERIOR FRICTION CARRYING CAPACITY INSPECTION DEPOSITS NODULAR INCRUSTATION STEEL PLATES COMPOSITION METALS MILL SCALE INFLUENCE VALVES LEAKAGE SUMMITS TANKS CARBON DIOXIDE TESTS PLANT PUMPING...