Keywords: GAUGING
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Journal Articles
Journal Articles
Proceedings of the Institution of Civil Engineers (1990) 89 (1): 103–120.
Published: 01 March 1990
...M RAOOF © Thomas Telford and ICE 1990 SOUTH BANK POLYTECHNIC PERFORMANCE NEW DATA CABLES STRAIN ROPES SPIRAL WELL USED HYSTERESIS AXIAL GAUGING STRANDS TESTS SPECIMENS WIRE STIFFNESS Proc. Instn Ciu. Engrs, Part 2, 1990,89, Mar., 103-120 PAPER 9546 STRUCTURAL...
Journal Articles
Proceedings of the Institution of Civil Engineers (1989) 87 (4): 571–582.
Published: 01 December 1989
...P G SAMUELS © Thomas Telford and ICE 1989 BACKWATER PARAMETERS ESTIMATES STATIONS STRUCTURES SOLUTIONS EQUATIONS HYDRAULICS UPSTREAM LOCATION PHYSICAL AUTOMATIC LENGTH CHANNELS GAUGING RECORDS CANALS APPROXIMATE HYDRODYNAMICS MODELS INFLUENCE BOUNDARIES PUMPS LAND...
Journal Articles
Proceedings of the Institution of Civil Engineers (1989) 87 (4): 517–538.
Published: 01 December 1989
...H S WHEATER; P LAURENTIS; G S HAMILTON © Thomas Telford and ICE 1989 DESIGN RAINFALL CHARACTERISTICS DATA SHORT TERM HYDROMETRY NETWORKS INTENSITY DURATION FREQUENCY RELATIONS REGIONS PATTERNS ANALYSIS RECORDS GAUGING STATIONS GAUGES REDUCTION HYDROLOGY WADIS REGIONAL...
Journal Articles
Proceedings of the Institution of Civil Engineers (1987) 83 (2): 381–396.
Published: 01 June 1987
...DN WILCOCK; JE HANNA; CI ESSERY; INSHYD © Thomas Telford and ICE 1987 ULSTER UNIVERSITY DEPARTMENT OF AGRICULTURE, NORTHERN IREL AND FLOW DURATION WATER CURVES HYDROLOGY CATCHMENTS HIGH LOW STUDIES METHODS GAUGING STATIONS EQUATIONS SYNTHESIS ULSTER UK...
Journal Articles
Proceedings of the Institution of Civil Engineers (1986) 81 (1): 21–41.
Published: 01 March 1986
...G DINIC; SH PERRY © Thomas Telford and ICE 1986 IMPERIAL COLLEGE REVERSE CYCLIC LOADS BONDS TEMPERATURE REINFORCED CONCRETE BEAMS BENDING MOMENTS ULTIMATE CAPACITY CRACKS STEEL STRAIN TESTS DEFLECTION RIGS EXPERIMENTS STRAIN GAUGING INSTRUMENTATION THEORY...
Journal Articles
Proceedings of the Institution of Civil Engineers (1986) 81 (1): 1–19.
Published: 01 March 1986
... HYDROGRAPHS RIVERS BASINS HYDROLOGY REGIONAL STREAMFLOW DESIGN GAUGING STATIONS BEKOK LENIK SEMBRONG MALAYSIA MALAYA Proc. Instn Ciu. Engrs, Part 2, 1986,81, Mar.,1-19 PAPER 8873 WATER ENGINEERING GROUP Application of a rainfall-runoffflood routing model to a tropical catchment c.D...
Journal Articles
Proceedings of the Institution of Civil Engineers (1985) 79 (1): 193–201.
Published: 01 March 1985
... UNGAUGED GAUGED STATIONS GAUGING FORECASTS WALES SOUTH WALES RHONDDA TREHAFOD GELLI UK Proc. Instn Ciu. Engrs, Part 2, 1985,79, Mar., 193-201 TECNHONTICEAL 439 WATER ENGINGEERROIUNPG Extension of the S-curve methodof unit hydrograph transformation D. W. REED, BSc, PhD, AFIMA MIWES...
Journal Articles
Proceedings of the Institution of Civil Engineers (1982) 73 (1): 179–182.
Published: 01 March 1982
...DM SARGENT © Thomas Telford and ICE 1982 LANCASTER UNIVERSITY ACCURACY STREAMFLOW MEASUREMENT RISING AIR FLOATS TECHNIQUES SINGLE GAUGING INVESTIGATIONS VALUE ERRORS FIELD TRIALS DISCHARGES METHODS THEORY EQUATIONS COMPONENTS VELOCITY PIPES STRAIGHTNESS...
Journal Articles
Journal Articles
Proceedings of the Institution of Civil Engineers (1981) 70 (4): 885–888.
Published: 01 November 1981
...RW HERSCHY; JV SUTCLIFFE; MJ LOWING HYDROLOGY FLOODS CONTROL DEVELOPING COUNTRIES HYDROMETRY TECHNIQUES STATISTICS PROCEDURE PROCESSING DATA GAUGING STATIONS RIVERS FLOODING DEATHS LEVEES DYKES DIVERSION WORKS RECORDS FORECASTS FREQUENCY ESTIMATES CATCHMENTS PEKING...
Journal Articles
Journal Articles
Proceedings of the Institution of Civil Engineers (1981) 70 (3): 593–596.
Published: 01 August 1981
... STREAMS COLLECTION GAUGING STUDIES INSTRUMENTS FLOODS SCOTLAND SEVERN UK CANADA Proc. Instn Civ. Engrs, Part 1, 1981,70,Aug., 593-596 TN 275 DISCUSSION Hydrological data collectionby satellite R. W . HERSCHY M r G . Reynolds, North of Scotland Hydro-Electric Board The Northof...
Journal Articles
Proceedings of the Institution of Civil Engineers (1981) 70 (2): 259–275.
Published: 01 May 1981
... COUNTRIES GOVERNMENT DATA INSTRUMENTATION SEDIMENTS RIVERS GAUGING YANGTZE RIVER YELLOW RIVER HAN RIVER YUNGDING RIVER DAZHI RIVER CHINA ASIA P m - . Instn Civ. Engrs, 1981, 70, May, 259-275 8431 Hydrometry in the People s Republic of China The Paper presents information on stream...
Journal Articles
Journal Articles
Proceedings of the Institution of Civil Engineers (1979) 67 (1): 51–64.
Published: 01 March 1979
... DATA VELOCITY ONE DIMENSIONAL ESTIMATES BIODEGRADABLE EVALUATION EMPIRICAL RESIDUAL LOADS BIOCHEMICAL GAUGING FLOW OXIDATION BOARDS DEFICITS RIVERS ESTUARIES MEAN ANALYTICAL DIFFUSION DISCHARGES CARBONACEOUS COEFFICIENTS DEMAND CALCULATIONS MATCHING PRIMARY STATIONS GAUGED...
Journal Articles
Proceedings of the Institution of Civil Engineers (1979) 67 (1): 235–236.
Published: 01 March 1979
...PH JOHN; FA JOHNSON; TM PRUS CHACINSKI; P SUTCLIFFE © Thomas Telford and ICE 1979 C H DOBBIE INTEGRATING DISCHARGES EFFECT FLOW COMPONENTS FLOATS MEASUREMENT SECONDARY PULSATING ACCURACY METHODS RIVERS CURRENTS GAUGING Proc. lnstn Civ. Engrs, Part 2, 1979, 67, Mar...
Journal Articles
Proceedings of the Institution of Civil Engineers (1978) 65 (3): 569–588.
Published: 01 September 1978
... DISTANCE ERRORS CONDITIONS PROFILES TERMINAL FIELD METHODS MEASUREMENT EQUIPMENT MECHANISMS GAUGING CHARACTERISTICS TURBULENCE TEMPERATURE CHAMBERS TESTS CHAIN BRIDGE PONTYPRIDD TAFF USK WALES UK Proc. Instn Ciu. Engrs, Part 2, 1978, 65, Sept., 569-588 8109...
Journal Articles
Proceedings of the Institution of Civil Engineers (1976) 61 (1): 229–231.
Published: 01 March 1976
... the smallest possible lack of accuracy over the widest range of discharges. 63. The investigations support the Author's view that the worst errors at gauging structures are caused by variations in water levels across the width of the weir at the gauging section. This is especially significantin steep streams...
Journal Articles
Proceedings of the Institution of Civil Engineers (1975) 58 (4): 681–683.
Published: 01 November 1975
... on compound Crump weirs had shown that in calculating the total 681 INFORMAL DISCUSSION flow over the structure the totalhead should be assumed to be constant over the full width of the weir and was obtained by adding to the observed static head (gauged head) the velocity head appropriate to the crest section...

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