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1-8 of 8
Keywords: NAPPE
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Journal Articles
Proceedings of the Institution of Civil Engineers (1988) 84 (2): 235–263.
Published: 01 April 1988
... BRIDGES COSTS SLUICES NAPPE OSCILLATIONS RADIAL GATES ANCHORAGES CONTRACTS LANDSCAPING CONDITIONS FIFTH EDITION SURREY SUSSEX ENGLAND RIVER MOLE UK Proc. Instn Ciu. Engrs, Part 1,1988.84, Apr., 235-263 9160 GROWUAPTER ENGINEERING Flood alleviation scheme for Lower River Mole W...
Journal Articles
Proceedings of the Institution of Civil Engineers (1978) 65 (1): 207–210.
Published: 01 March 1978
... were carried out on the Spelga siphon with the lower nappe deflector removed. The resultant shape is similar to theEyebrooksiphon discussedby Mr Oliver. Results showed that the siphon discharge, theair inflow underthelip,andthe inlet velocitieswere greatly reduced. The reduction in inlet velocities...
Journal Articles
Proceedings of the Institution of Civil Engineers (1977) 63 (1): 233–250.
Published: 01 March 1977
... extended the range of his already extensive model siphon testing programme to include the more fundamental, and perhaps more instructive, measurements of the air entrainment caused by a sheet, or nappe, of falling water. It is reassuring to know that he has also shown that air entrainment is essentially...
Journal Articles
Proceedings of the Institution of Civil Engineers (1976) 61 (2): 383–400.
Published: 01 June 1976
... RELATIONS EXPERIMENTAL TESTS AIR REGULATED REGULATED OPERATION FLOODS RESERVOIRS INLETS NAPPE ENTERTAINMENT MODELS SCALE POOLS TECHNIQUES APPARATUS © Thomas Telford and ICE 1976 Proc. Instn Ciu. Engrs, Part 2, 1976, 61, June, 383-400 7930 The design and modelling of air-regulated...
Journal Articles
Proceedings of the Institution of Civil Engineers (1965) 31 (1): 71–78.
Published: 01 May 1965
...E MARKLAND © Thomas Telford and ICE 1965 NOTTINGHAM UNIVERSITY CALCULATIONS FLOW FREE OVERFALLS RELAXATION METHODS FROUDE NUMBERS DIGITAL COMPUTERS COMPLEX POTENTIAL PLANE HYDRAULIC BOUNDARIES STREAMLINES NAPPE CHANNELS FRICTIONLESS For written discussion* Paper...
Journal Articles
G W HALL, S KOLUPAILA, N RAJARATNAM, M HOM MA, R AGNEW, J SINGER, H BRETSCHNEIDER, R A WALLIS, P ACKERS, A J M HARRISON, H ADDISON, W K ALLAN, J R SMITH, J M WILLIAMS, K J ZANKER, F V A ENGEL, STAINS
Proceedings of the Institution of Civil Engineers (1964) 28 (4): 514–548.
Published: 01 August 1964
... revise this old problemin the light of modern boundary layertheories were of greatinterest. After separating the turbulent boundary layer from the nappe over a horizontal weir crest of unlimited width, the Author derived his analytical equations (4) and (5), expressed in terms of the Reynolds number...
Journal Articles
Proceedings of the Institution of Civil Engineers (1964) 28 (3): 313–326.
Published: 01 July 1964
...H I SCKWARTZ © Thomas Telford and ICE 1964 WITWATERSRAND UNIVERSITY HARMONIC NAPPE PRESSURE THEORY INVESTIGATIONS BEHAVIOUR TWO DIMENSIONAL AIR LIQUIDS PROJECTIONS COMPUTERS OSCILLATIONS EFFECT DIFFERENTIAL EQUATIONS ELEMENTS NUMERICAL SOLUTIONS ERRORS PROGRAMS...
Journal Articles
Proceedings of the Institution of Civil Engineers (1957) 6 (2): 288–304.
Published: 01 February 1957
...V K COLLINGE © Thomas Telford and ICE 1957 MERSEY RIVER BOARD HYDRAULICS SIDES SPILLWAYS DISCHARGES CAPACITY WEIRS THEORY SOLUTIONS MOMENTUM CONSTANT TOTAL ENERGY VELOCITY FLOW CHANNELS COEFFICIENTS NAPPE INVESTIGATIONS EFFECT MOVEMENT BEDS LOADS LIMITING...
