Adapting the Coleman et al. (2005) time-lag approach for application under unsteady discharge

J.J. Warmink

Adapting the Coleman et al. (2005) time-lag approach for application under unsteady discharge

J.J. Warmink

Marine and Fluvial Systems

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › Academic › peer-review

48 Downloads (Pure)

Abstract

The Coleman et al. (2005) time-lag approach for prediction of bed form dimensions in rivers was originally developed for steady discharge. In this study, the time-lag approach was adapted for application under discharge waves. The application on a discharge wave in a flume experiment shows that including the time-lag approach, enhances the amount of hysteresis between discharge and roughness and may improve the prediction of peak water levels in an operational water level prediction model.

Original language	English
Title of host publication	International Conference MARID 5, Marine & River Dune Dynamics
Subtitle of host publication	4^th-6^th April 2016, North Wales, UK: Book of Abstracts
Editors	K. Van Landeghem, T. Garlan, J. Baas
Place of Publication	Bangor, North Wales, UK
Publisher	Bangor University
Pages	197-200
Publication status	Published - 2016
Event	5th International Conference on Marine and River Dune Dynamics, MARID 2016 - Bangor University, Bangor, United Kingdom Duration: 4 Apr 2016 → 6 Apr 2016 Conference number: 5

Conference

Conference	5th International Conference on Marine and River Dune Dynamics, MARID 2016
Abbreviated title	MARID V
Country/Territory	United Kingdom
City	Bangor
Period	4/04/16 → 6/04/16

Access to Document

ArticleFinal published version, 3.1 MB

Cite this

@inproceedings{7738feacbdc545f98584f6b50fa3092f,

title = "Adapting the Coleman et al. (2005) time-lag approach for application under unsteady discharge",

abstract = "The Coleman et al. (2005) time-lag approach for prediction of bed form dimensions in rivers was originally developed for steady discharge. In this study, the time-lag approach was adapted for application under discharge waves. The application on a discharge wave in a flume experiment shows that including the time-lag approach, enhances the amount of hysteresis between discharge and roughness and may improve the prediction of peak water levels in an operational water level prediction model.",

author = "J.J. Warmink",

year = "2016",

language = "English",

pages = "197--200",

editor = "\{Van Landeghem\}, K. and T. Garlan and J. Baas",

booktitle = "International Conference MARID 5, Marine \& River Dune Dynamics",

publisher = "Bangor University",

note = "5th International Conference on Marine and River Dune Dynamics, MARID 2016, MARID V ; Conference date: 04-04-2016 Through 06-04-2016",

}

Warmink, JJ 2016, Adapting the Coleman et al. (2005) time-lag approach for application under unsteady discharge. in K Van Landeghem, T Garlan & J Baas (eds), International Conference MARID 5, Marine & River Dune Dynamics: 4^th-6^th April 2016, North Wales, UK: Book of Abstracts. Bangor University, Bangor, North Wales, UK, pp. 197-200, 5th International Conference on Marine and River Dune Dynamics, MARID 2016, Bangor, United Kingdom, 4/04/16.

Adapting the Coleman et al. (2005) time-lag approach for application under unsteady discharge. / Warmink, J.J.
International Conference MARID 5, Marine & River Dune Dynamics: 4^th-6^th April 2016, North Wales, UK: Book of Abstracts. ed. / K. Van Landeghem; T. Garlan; J. Baas. Bangor, North Wales, UK: Bangor University, 2016. p. 197-200.

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › Academic › peer-review

TY - GEN

T1 - Adapting the Coleman et al. (2005) time-lag approach for application under unsteady discharge

AU - Warmink, J.J.

N1 - Conference code: 5

PY - 2016

Y1 - 2016

N2 - The Coleman et al. (2005) time-lag approach for prediction of bed form dimensions in rivers was originally developed for steady discharge. In this study, the time-lag approach was adapted for application under discharge waves. The application on a discharge wave in a flume experiment shows that including the time-lag approach, enhances the amount of hysteresis between discharge and roughness and may improve the prediction of peak water levels in an operational water level prediction model.

AB - The Coleman et al. (2005) time-lag approach for prediction of bed form dimensions in rivers was originally developed for steady discharge. In this study, the time-lag approach was adapted for application under discharge waves. The application on a discharge wave in a flume experiment shows that including the time-lag approach, enhances the amount of hysteresis between discharge and roughness and may improve the prediction of peak water levels in an operational water level prediction model.

M3 - Conference contribution

SP - 197

EP - 200

BT - International Conference MARID 5, Marine & River Dune Dynamics

A2 - Van Landeghem, K.

A2 - Garlan, T.

A2 - Baas, J.

PB - Bangor University

CY - Bangor, North Wales, UK

T2 - 5th International Conference on Marine and River Dune Dynamics, MARID 2016

Y2 - 4 April 2016 through 6 April 2016

ER -

Adapting the Coleman et al. (2005) time-lag approach for application under unsteady discharge

Abstract

Conference

Access to Document

Other files and links

Fingerprint

Cite this