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Journal Articles

THE RESPONSE OF STRAIGHT MOBILE BED CHANNLES TO INBANK AND OVERBANK FLOWS.

D W KNIGHT, F BROWN, E VALENTINE, C NALLURI, J BATHURST, I BENSON, R MYERS, J LYNESS, J CASSELLS

Proceedings of the Institution of Civil Engineers - Water Maritime and Energy (1999) 136 (4): 211–224.

https://doi.org/10.1680/iwtme.1999.31985

Published: 01 December 1999

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Journal Articles

RESISTANCE COEFFICIENTS FOR INBANK AND OVERBANK FLOW.

W R C MYERS, D W KNIGHT, J F LYNESS, J B CASSELLS, F BROWN, MANNING, DARCY WEISBACH

Proceedings of the Institution of Civil Engineers - Water Maritime and Energy (1999) 136 (2): 105–115.

https://doi.org/10.1680/iwtme.1999.31426

Published: 01 June 1999

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Journal Articles

GEOMETRY OF SELF-FORMED STRAIGHT THRESHOLD CHANNELS IN UNIFORM MATERIAL.

G YU, D W KNIGHT, SHIONO, ACKERS, WHITE, PARIS, BETTESS

Proceedings of the Institution of Civil Engineers - Water Maritime and Energy (1998) 130 (1): 31–41.

https://doi.org/10.1680/iwtme.1998.30226

Published: 01 March 1998

View article titled, GEOMETRY OF SELF-FORMED STRAIGHT THRESHOLD CHANNELS IN UNIFORM MATERIAL.

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Journal Articles

REFINED CALIBRATION OF A DEPTH-AVERAGED MODEL FOR TURBULENT FLOW IN A COMPOUND CHANNEL.

D W KNIGHT, J BORIS ABRIL C, NAVIER STOKES

Proceedings of the Institution of Civil Engineers - Water Maritime and Energy (1996) 118 (3): 151–159.

https://doi.org/10.1680/iwtme.1996.28682

Published: 01 September 1996

View article titled, REFINED CALIBRATION OF A DEPTH-AVERAGED MODEL FOR TURBULENT FLOW IN A COMPOUND CHANNEL.

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Journal Articles

REGIME THEORY OF ALLUVIAL CHANNELS BASED UPON THE CONCEPTS OF STREAM POWER AND PROBABILITY.,

S CAO, D W KNIGHT

Proceedings of the Institution of Civil Engineers - Water Maritime and Energy (1996) 118 (3): 160–167.

https://doi.org/10.1680/iwtme.1996.28683

Published: 01 September 1996

View article titled, REGIME THEORY OF ALLUVIAL CHANNELS BASED UPON THE CONCEPTS OF STREAM POWER AND PROBABILITY.,

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THE RESPONSE OF STRAIGHT MOBILE BED CHANNLES TO INBANK AND OVERBANK FLOWS.

RESISTANCE COEFFICIENTS FOR INBANK AND OVERBANK FLOW.

GEOMETRY OF SELF-FORMED STRAIGHT THRESHOLD CHANNELS IN UNIFORM MATERIAL.

REFINED CALIBRATION OF A DEPTH-AVERAGED MODEL FOR TURBULENT FLOW IN A COMPOUND CHANNEL.

REGIME THEORY OF ALLUVIAL CHANNELS BASED UPON THE CONCEPTS OF STREAM POWER AND PROBABILITY.,

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