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Volume 34, Issue 2
June 1966
Proceedings of the Institution of Civil Engineers Cover Image for Volume 34, Issue 2
Discussion| June 01 1966

DISCUSSION. CALCULATION OF FLOW AT A FREE OVERFALL BY RELAXATION METHOD. Free

E MARKLAND;
E MARKLAND
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J E ACTON;
J E ACTON
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C JAEGER;
C JAEGER
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A J M HARRISON;
A J M HARRISON
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A J BREWER;
A J BREWER
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T STRELKOFF
T STRELKOFF
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Author & Article Information
Publisher: Emerald Publishing
© Thomas Telford and ICE
1966
Proceedings of the Institution of Civil Engineers (1966) 34 (2): 285–294.
https://doi.org/10.1680/iicep.1966.8993

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First page of DISCUSSION. CALCULATION OF FLOW AT A FREE OVERFALL BY RELAXATION METHOD.
Keywords:
GLOUCESTERSHIRE COUNTY COUNCIL, ENGLISH ELECTRIC, HYDRAULICS RESEARCH STATION, CALIFORNIA UNIVERSITY, CALCULATIONS, FLOW, FREE, OVERFALLS, RELAXATION, METHODS, TORSION, NUMERICAL, HYDRAULIC, EXTRAPOLATION, UNEVEN, VELOCITY, DISTRIBUTION, GAUGING, DEVICES
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© Thomas Telford and ICE
1966
AN IMPROVED REPRESENTATION OF FLOODING AND DRYING AND WIND STRESS EFFECTS IN A TWO-DIMENSIONAL TIDAL NUMERICAL MODEL
PARTIAL SHEAR CONNECTION IN COMPOSITE BEAMS FOR BUILDINGS.
MEASUREMENT OF OVERBANK FLOW IN A COMPOUND RIVER CHANNEL.
AN UNSTEADY FLOW BORE MODEL FOR SEDIMENT TRANSPORT IN BROKEN WAVES. PART 1: THE DEVELOPMENT OF THE NUMERICAL MODEL.

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