Applying adaptive design for the replacement of a weir in the Meuse River: a case study

R.S.J.  Frijns; H.G.  Tuin; H.G. Voortman; J.D. Bricker

Applying adaptive design for the replacement of a weir in the Meuse River: a case study

R.S.J. Frijns, H.G. Tuin, H.G. Voortman, J.D. Bricker

Hydraulic Structures and Flood Risk

Research output: Chapter in Book/Conference proceedings/Edited volume › Conference contribution › Scientific › peer-review

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Abstract

The nature of the Meuse River is more than any other major river in the Netherlands formed by the presence of weirs. These were constructed almost one century ago to enable transport of coal; nowadays, the boundary conditions have changed and will continue to change in the future. The weirs reach the end of their lifetime around 2030; during their replacement, the uncertain future has to be considered. This paper presents an adaptive river design, which is able to adapt to the changing requirements. Special attention is given to the design of an adaptive weir in the Meuse River to replace the present weir at Belfeld. A new design methodology has been developed and applied. The methodology results shown in an adaptation scheme, give an overview of the required regional and weir adaptations. These adaptations are required to serve the scenario-dependent purposes in the future.

Original language	English
Title of host publication	River Flow 2020
Subtitle of host publication	Proceedings of the 10th Conference on Fluvial Hydraulics
Editors	W. Uijttewaal, M.J. Franca, D. Valero, V. Chavarrias, C.Y. Arbos, R. Schielen, A. Crosato
Place of Publication	London
Publisher	CRC Press / Balkema - Taylor & Francis Group
Pages	2067-2074
Number of pages	8
Edition	1st
ISBN (Electronic)	978-1-003-11095-8
ISBN (Print)	978-0-367-62773-7
Publication status	Published - 2020
Event	River Flow 2020: The 10th Conference on Fluvial Hydraulics - Delft, Netherlands Duration: 7 Jul 2020 → 10 Jul 2020

Conference

Conference	River Flow 2020
Country/Territory	Netherlands
City	Delft
Period	7/07/20 → 10/07/20

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Frijns, R. S. J., Tuin, H. G., Voortman, H. G., & Bricker, J. D. (2020). Applying adaptive design for the replacement of a weir in the Meuse River: a case study. In W. Uijttewaal, M. J. Franca, D. Valero, V. Chavarrias, C. Y. Arbos, R. Schielen, & A. Crosato (Eds.), River Flow 2020: Proceedings of the 10th Conference on Fluvial Hydraulics (1st ed., pp. 2067-2074). CRC Press / Balkema - Taylor & Francis Group. https://www.taylorfrancis.com/books/9781003110958

Frijns, R.S.J. ; Tuin, H.G. ; Voortman, H.G. et al. / Applying adaptive design for the replacement of a weir in the Meuse River : a case study. River Flow 2020: Proceedings of the 10th Conference on Fluvial Hydraulics. editor / W. Uijttewaal ; M.J. Franca ; D. Valero ; V. Chavarrias ; C.Y. Arbos ; R. Schielen ; A. Crosato. 1st. ed. London : CRC Press / Balkema - Taylor & Francis Group, 2020. pp. 2067-2074

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title = "Applying adaptive design for the replacement of a weir in the Meuse River: a case study",

abstract = "The nature of the Meuse River is more than any other major river in the Netherlands formed by the presence of weirs. These were constructed almost one century ago to enable transport of coal; nowadays, the boundary conditions have changed and will continue to change in the future. The weirs reach the end of their lifetime around 2030; during their replacement, the uncertain future has to be considered. This paper presents an adaptive river design, which is able to adapt to the changing requirements. Special attention is given to the design of an adaptive weir in the Meuse River to replace the present weir at Belfeld. A new design methodology has been developed and applied. The methodology results shown in an adaptation scheme, give an overview of the required regional and weir adaptations. These adaptations are required to serve the scenario-dependent purposes in the future.",

author = "R.S.J. Frijns and H.G. Tuin and H.G. Voortman and J.D. Bricker",

note = "Accepted Author Manuscript; River Flow 2020 : The 10th Conference on Fluvial Hydraulics ; Conference date: 07-07-2020 Through 10-07-2020",

year = "2020",

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Frijns, RSJ, Tuin, HG, Voortman, HG & Bricker, JD 2020, Applying adaptive design for the replacement of a weir in the Meuse River: a case study. in W Uijttewaal, MJ Franca, D Valero, V Chavarrias, CY Arbos, R Schielen & A Crosato (eds), River Flow 2020: Proceedings of the 10th Conference on Fluvial Hydraulics. 1st edn, CRC Press / Balkema - Taylor & Francis Group, London, pp. 2067-2074, River Flow 2020, Delft, Netherlands, 7/07/20. <https://www.taylorfrancis.com/books/9781003110958>

Applying adaptive design for the replacement of a weir in the Meuse River: a case study. / Frijns, R.S.J. ; Tuin, H.G. ; Voortman, H.G. et al.
River Flow 2020: Proceedings of the 10th Conference on Fluvial Hydraulics. ed. / W. Uijttewaal; M.J. Franca; D. Valero; V. Chavarrias; C.Y. Arbos; R. Schielen; A. Crosato. 1st. ed. London: CRC Press / Balkema - Taylor & Francis Group, 2020. p. 2067-2074.

Research output: Chapter in Book/Conference proceedings/Edited volume › Conference contribution › Scientific › peer-review

TY - GEN

T1 - Applying adaptive design for the replacement of a weir in the Meuse River

T2 - River Flow 2020

AU - Frijns, R.S.J.

AU - Tuin, H.G.

AU - Voortman, H.G.

AU - Bricker, J.D.

N1 - Accepted Author Manuscript

PY - 2020

Y1 - 2020

N2 - The nature of the Meuse River is more than any other major river in the Netherlands formed by the presence of weirs. These were constructed almost one century ago to enable transport of coal; nowadays, the boundary conditions have changed and will continue to change in the future. The weirs reach the end of their lifetime around 2030; during their replacement, the uncertain future has to be considered. This paper presents an adaptive river design, which is able to adapt to the changing requirements. Special attention is given to the design of an adaptive weir in the Meuse River to replace the present weir at Belfeld. A new design methodology has been developed and applied. The methodology results shown in an adaptation scheme, give an overview of the required regional and weir adaptations. These adaptations are required to serve the scenario-dependent purposes in the future.

AB - The nature of the Meuse River is more than any other major river in the Netherlands formed by the presence of weirs. These were constructed almost one century ago to enable transport of coal; nowadays, the boundary conditions have changed and will continue to change in the future. The weirs reach the end of their lifetime around 2030; during their replacement, the uncertain future has to be considered. This paper presents an adaptive river design, which is able to adapt to the changing requirements. Special attention is given to the design of an adaptive weir in the Meuse River to replace the present weir at Belfeld. A new design methodology has been developed and applied. The methodology results shown in an adaptation scheme, give an overview of the required regional and weir adaptations. These adaptations are required to serve the scenario-dependent purposes in the future.

M3 - Conference contribution

SN - 978-0-367-62773-7

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EP - 2074

BT - River Flow 2020

A2 - Uijttewaal, W.

A2 - Franca, M.J.

A2 - Valero, D.

A2 - Chavarrias, V.

A2 - Arbos, C.Y.

A2 - Schielen, R.

A2 - Crosato, A.

PB - CRC Press / Balkema - Taylor & Francis Group

CY - London

Y2 - 7 July 2020 through 10 July 2020

ER -

Frijns RSJ, Tuin HG, Voortman HG, Bricker JD. Applying adaptive design for the replacement of a weir in the Meuse River: a case study. In Uijttewaal W, Franca MJ, Valero D, Chavarrias V, Arbos CY, Schielen R, Crosato A, editors, River Flow 2020: Proceedings of the 10th Conference on Fluvial Hydraulics. 1st ed. London: CRC Press / Balkema - Taylor & Francis Group. 2020. p. 2067-2074

Applying adaptive design for the replacement of a weir in the Meuse River: a case study

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