Depth-averaged flow in presence of submerged cylindrical elements

Research output: Chapter in Book/Report/Conference proceedingConference contributionAcademicpeer-review

2 Citations (Scopus)

Abstract

The hydraulic resistance of vegetation can play a major role in the hydrodynamics of rivers with extensive natural floodplains. Vegetation penetrates the flow field and thereby causes drag that, in addition to the flow resistance at the bed level, causes energy losses and slows down the flow. Here, these flow processes are studied in an idealized form by treating vegetation as cylindrical roughness elements with homogeneous geometrical dimensions. Based on scaling considerations of the forces involved, depth-averaged flow velocities within the resistance layer and in the free flowing layer above the roughness elements are estimated. This yields a new description of the overall average flow field, which is entirely determined by measurable geometrical boundaries. We tested the new relation against laboratory flume experiments and found very good agreement (R2 =0.98). The new description even showed realistic results when the depth of flow is of similar size as the height of the roughness elements themselves. This result demonstrates its superiority over commonly used wall-roughness methods.
Original languageUndefined
Title of host publicationProceedings of Riverflow 2006 - Third International Conference on Fluvial Hydraulics, 6-8 September 2006, Lissabon , Portugal
EditorsRui M.L. Ferreira
Place of PublicationLisbon, Portugal
PublisherTaylor & Francis
Pages575-582
ISBN (Print)9780415408158
Publication statusPublished - 6 Sep 2006
EventRiver Flow 2006: 3rd International Conference on Fluvial Hydraulics - Lisbon, Portugal
Duration: 6 Sep 20068 Sep 2006
Conference number: 3

Publication series

Name
PublisherTaylor & Francis

Conference

ConferenceRiver Flow 2006
CountryPortugal
CityLisbon
Period6/09/068/09/06

Keywords

  • METIS-230610
  • IR-60436

Cite this

Huthoff, F., Augustijn, D. C. M., & Hulscher, S. J. M. H. (2006). Depth-averaged flow in presence of submerged cylindrical elements. In R. M. L. Ferreira (Ed.), Proceedings of Riverflow 2006 - Third International Conference on Fluvial Hydraulics, 6-8 September 2006, Lissabon , Portugal (pp. 575-582). Lisbon, Portugal: Taylor & Francis.
Huthoff, Freek ; Augustijn, Dionysius C.M. ; Hulscher, Suzanne J.M.H. / Depth-averaged flow in presence of submerged cylindrical elements. Proceedings of Riverflow 2006 - Third International Conference on Fluvial Hydraulics, 6-8 September 2006, Lissabon , Portugal. editor / Rui M.L. Ferreira. Lisbon, Portugal : Taylor & Francis, 2006. pp. 575-582
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title = "Depth-averaged flow in presence of submerged cylindrical elements",
abstract = "The hydraulic resistance of vegetation can play a major role in the hydrodynamics of rivers with extensive natural floodplains. Vegetation penetrates the flow field and thereby causes drag that, in addition to the flow resistance at the bed level, causes energy losses and slows down the flow. Here, these flow processes are studied in an idealized form by treating vegetation as cylindrical roughness elements with homogeneous geometrical dimensions. Based on scaling considerations of the forces involved, depth-averaged flow velocities within the resistance layer and in the free flowing layer above the roughness elements are estimated. This yields a new description of the overall average flow field, which is entirely determined by measurable geometrical boundaries. We tested the new relation against laboratory flume experiments and found very good agreement (R2 =0.98). The new description even showed realistic results when the depth of flow is of similar size as the height of the roughness elements themselves. This result demonstrates its superiority over commonly used wall-roughness methods.",
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Huthoff, F, Augustijn, DCM & Hulscher, SJMH 2006, Depth-averaged flow in presence of submerged cylindrical elements. in RML Ferreira (ed.), Proceedings of Riverflow 2006 - Third International Conference on Fluvial Hydraulics, 6-8 September 2006, Lissabon , Portugal. Taylor & Francis, Lisbon, Portugal, pp. 575-582, River Flow 2006, Lisbon, Portugal, 6/09/06.

Depth-averaged flow in presence of submerged cylindrical elements. / Huthoff, Freek; Augustijn, Dionysius C.M.; Hulscher, Suzanne J.M.H.

Proceedings of Riverflow 2006 - Third International Conference on Fluvial Hydraulics, 6-8 September 2006, Lissabon , Portugal. ed. / Rui M.L. Ferreira. Lisbon, Portugal : Taylor & Francis, 2006. p. 575-582.

Research output: Chapter in Book/Report/Conference proceedingConference contributionAcademicpeer-review

TY - GEN

T1 - Depth-averaged flow in presence of submerged cylindrical elements

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AU - Augustijn, Dionysius C.M.

AU - Hulscher, Suzanne J.M.H.

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Y1 - 2006/9/6

N2 - The hydraulic resistance of vegetation can play a major role in the hydrodynamics of rivers with extensive natural floodplains. Vegetation penetrates the flow field and thereby causes drag that, in addition to the flow resistance at the bed level, causes energy losses and slows down the flow. Here, these flow processes are studied in an idealized form by treating vegetation as cylindrical roughness elements with homogeneous geometrical dimensions. Based on scaling considerations of the forces involved, depth-averaged flow velocities within the resistance layer and in the free flowing layer above the roughness elements are estimated. This yields a new description of the overall average flow field, which is entirely determined by measurable geometrical boundaries. We tested the new relation against laboratory flume experiments and found very good agreement (R2 =0.98). The new description even showed realistic results when the depth of flow is of similar size as the height of the roughness elements themselves. This result demonstrates its superiority over commonly used wall-roughness methods.

AB - The hydraulic resistance of vegetation can play a major role in the hydrodynamics of rivers with extensive natural floodplains. Vegetation penetrates the flow field and thereby causes drag that, in addition to the flow resistance at the bed level, causes energy losses and slows down the flow. Here, these flow processes are studied in an idealized form by treating vegetation as cylindrical roughness elements with homogeneous geometrical dimensions. Based on scaling considerations of the forces involved, depth-averaged flow velocities within the resistance layer and in the free flowing layer above the roughness elements are estimated. This yields a new description of the overall average flow field, which is entirely determined by measurable geometrical boundaries. We tested the new relation against laboratory flume experiments and found very good agreement (R2 =0.98). The new description even showed realistic results when the depth of flow is of similar size as the height of the roughness elements themselves. This result demonstrates its superiority over commonly used wall-roughness methods.

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BT - Proceedings of Riverflow 2006 - Third International Conference on Fluvial Hydraulics, 6-8 September 2006, Lissabon , Portugal

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Huthoff F, Augustijn DCM, Hulscher SJMH. Depth-averaged flow in presence of submerged cylindrical elements. In Ferreira RML, editor, Proceedings of Riverflow 2006 - Third International Conference on Fluvial Hydraulics, 6-8 September 2006, Lissabon , Portugal. Lisbon, Portugal: Taylor & Francis. 2006. p. 575-582