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Volume 34, Issue 1
May 1966
Proceedings of the Institution of Civil Engineers Cover Image for Volume 34, Issue 1
Discussion| May 01 1966

DISCUSSION. COMPUTATION OF TIDAL CONDITIONS IN THE THAMES BY THE INITIAL VALUE METHOD. Free

J R ROSSITER;
J R ROSSITER
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G W LENNON;
G W LENNON
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G LACEY;
G LACEY
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D M MCDOWELL;
D M MCDOWELL
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D I H BARR;
D I H BARR
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N V M ODD;
N V M ODD
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C L ROBSON;
C L ROBSON
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A L ANDREWS
A L ANDREWS
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Author & Article Information
Publisher: Emerald Publishing
© Thomas Telford and ICE
1966
Proceedings of the Institution of Civil Engineers (1966) 34 (1): 47–62.
https://doi.org/10.1680/iicep.1966.9218

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First page of DISCUSSION. COMPUTATION OF TIDAL CONDITIONS IN THE THAMES BY THE INITIAL VALUE METHOD.
Keywords:
CALCULATIONS, TIDAL, CONDITIONS, RIVERS, INITIAL, VALUE, METHODS, TIDES, MODELS, EXPERIMENTS, NUMERICAL, LABORATORIES, HYDRAULICS, RESISTANCE, OPTIMISATION, QUARTER DIURNAL, ESTUARIES, COMPUTERS, THAMES, UK
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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.

Suggested Reading

INFORMAL DISCUSSION. COMPUTER METHODS IN TIDAL HYDRAULICS.
Proceedings of the Institution of Civil Engineers (January,1968)
COMPUTATION OF TIDAL CONDITIONS IN THE THAMES ESTUARY BY THE INITIAL VALUE METHOD.
Proceedings of the Institution of Civil Engineers (May,1965)
DISCUSSION. THE DYNAMIC SIMULATION OF UNSTEADY FRICTIONAL FLOW IN TIDAL ESTUARIES.
Proceedings of the Institution of Civil Engineers (September,1972)
CORRESPONDENCE. INVESTIGATION OF TIDAL PHENOMENA IN THE CLYDE ESTUARY, USING A SCALE MODEL.
Journal of the Institution of Civil Engineers (June,1950)
TIDAL CALCULATIONS APPLIED TO THE ESTUARY OF THE RIVER GREAT OUSE.
Proceedings of the Institution of Civil Engineers (November,1954)

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