...H H DARE; H E HURST; J M LACEY; W L STRANGE © Thomas Telford and ICE 1926 IRRIGATION SCHEMES DAMS MORTAR IRRIGATION COSTS CANALISED RESERVOIRS AGRICULTURE PUMPING CONSTRUCTION CAPACITY CULTIVATION WATERWAYS GEZIRA SENNAR DAM BLUE NILE ASSUAN DAM ASWAN EGYPT...

... ASSUAN DAM ASWAN DAM NILE EGYPT ~roceedings.1 DISCUSSION o s THE DISCHARGE OF THE NILE. 145 Discussion. The CHAIRMAN,in moving a vote of thanks to the Authors for Thechairmen. their Papers, remarked that even those who had not given much attention t o thatparticularbranch o engineering must...

... Proceedings.] THROUGII SLUICES OF THE ASSUAN DAM. 157 probablethat weir flow wasnotmaterially modified up t o a xr. Butcher. reservoir-level of about 97.35, that was, for all ordinary floods. It appearedprobable,therefore,that up t o about 97-35 all sluices acted as clear overfall weirs, andageneralformula...

...H E HURST; D A F WATT © Thomas Telford and ICE 1924 MEASUREMENT DISCHARGES RIVERS SLUICES DAMS RESERVOIRS METHODS MASONRY TANKS APPARATUS CURRENTS METERS FLOODS INSTRUMENTATION RATING VELOCITY DISTRIBUTION ACCURACY WATER FLOW ASSUAN DAM ASWAN DAM NILE EGYPT...

... THEORY RELATIONS EQUATIONS BIBLIOGRAPHY RESERVOIRS FLOW ASSUAN DAM ASWAN DAM NILE EGYPT 72 HURST AND WATT ON THE MOTION OF WATER [Minutes of The Scrutineers reported that the following candidates had been duly elected as Memhrs. GEORGECAMPBELLDEVON. ALBERATUGUSHTEUGUENIN. I JOHN...

... ASSUAN DAM NILE RIVER SARRAS ASWAN DAM EGYPT 275 CORRESPONDENCE ON MEASUREMENT OF DISCHARGE [IIinuteR Mr. Anderson. should be in the nature of Venturi meters, but he did not know yewt hethetrhat was a practicablseuggesbion, or, if prac- ticable,whether it mould be the bestsolution. He thought...

...A C ANDERSON; S M DIXON; J L HODGSON; J S BERESFORD; J S WILSON; E S LINDLEY; M K RICE OXLEY © Thomas Telford and ICE 1921 MEASUREMENT DISCHARGES SLUICES DAMS EXPERIMENTS FLOW CONTROL TANKS ACCURACY VARIATIONS PRESSURE NILE RIVER ASSUAN DAM ASWAN DAM EGYPT...

...H E HURST; M MACDONALD © Thomas Telford and ICE 1921 MEASUREMENT DISCHARGES SLUICES DAMS RIVERS GAUGING EQUATIONS IRRIGATION FLOODS TANKS RESERVOIRS GATES ERRORS LEVELS EXPERIMENTS GAUGES FLOW CURRENTS METERS HYDRAULIC RESEARCH ASSUAN DAM ASWAN DAM CAIRO NILE...

... of the Assuan dam, that the rate at which the river was eroding its bed could be ascertained ; for the natural fluctuations of the river in different years and a t different seasonswere so greatasentirelyto mask anysteady change that might be occurring. There could be no doubt that the Author was perfectly...