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Volume 67, Issue 3
September 1979
Proceedings of the Institution of Civil Engineers Cover Image for Volume 67, Issue 3
Discussion| September 01 1979

DISCUSSION. TIDAL RESPONSE OF A WEDGE-SHAPED ESTUARY TO THE INSTALLATION OF A TIDAL POWER BARRAGE: A SIMPLIFIED ANALYTICAL APPROACH. Free

IS ROBINSON;
IS ROBINSON
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P MATSOUKIS;
P MATSOUKIS
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JM TOWNSON;
JM TOWNSON
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TL SHAW
TL SHAW
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Author & Article Information
Publisher: Emerald Publishing
© Thomas Telford and ICE
1979
Proceedings of the Institution of Civil Engineers (1979) 67 (3): 855–860.
https://doi.org/10.1680/iicep.1979.2873

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First page of DISCUSSION. TIDAL RESPONSE OF A WEDGE-SHAPED ESTUARY TO THE INSTALLATION OF A TIDAL POWER BARRAGE: A SIMPLIFIED ANALYTICAL APPROACH.
Keywords:
BRISTOL UNIVERSITY, STRATHCLYDE UNIVERSITY, TIDAL, RESPONSES, WEDGES, SHAPE, ESTUARIES, INSTALLATION, POWER, BARRAGES, SIMPLIFIED, ANALYTICAL, METHODS, FLOW, EQUATIONS, CHANNELS, AMPLITUDE, VELOCITY, ONE DIMENSIONAL, PERFORMANCE, EFFECT, MOUTHS, MODELS, CONDITIONS, VARIATIONS, BRISTOL CHANNEL, UK
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© Thomas Telford and ICE
1979
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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