Balancing river restoration measures around a river bifurcation: A case study from the Netherlands

The Rhine River in the Netherlands still has some characteristics of a delta, although the river is extremely engineered and confined between dikes. An important characteristic are the bifurcation points where the river bifurcates into different branches. The discharge partitioning at the bifurcates...

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Main Authors: Schielen Ralph, Voortman Bert, Driessen Tjeerd
Format: Article
Language:English
Published: EDP Sciences 2018-01-01
Series:E3S Web of Conferences
Online Access:https://doi.org/10.1051/e3sconf/20184006019
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spelling doaj-8a2ff96fb0404e10a9ce237eae9e8f382021-03-02T09:52:13ZengEDP SciencesE3S Web of Conferences2267-12422018-01-01400601910.1051/e3sconf/20184006019e3sconf_riverflow2018_06019Balancing river restoration measures around a river bifurcation: A case study from the NetherlandsSchielen RalphVoortman BertDriessen TjeerdThe Rhine River in the Netherlands still has some characteristics of a delta, although the river is extremely engineered and confined between dikes. An important characteristic are the bifurcation points where the river bifurcates into different branches. The discharge partitioning at the bifurcates is predefined, as this is an important element for the protection of the downstream branches. Adjustable control structures in the vicinity of the bifurcation point facilitate this setting. In order to mitigate higher discharges due to climate change, measures in the floodplains to reduce flood levels are projected. In the planning process, it is important to maintain the discharge partitioning and to guarantee a setting of the control structure such that some control space is left. This can be done by balancing measures. A measure which lowers the flood levels on one branch, should be balanced by another measure on the other branch in order to maintain the correct settings. This requires a careful planning process and careful considerations between flood level lowering and settings of the control structures.https://doi.org/10.1051/e3sconf/20184006019
collection DOAJ
language English
format Article
sources DOAJ
author Schielen Ralph
Voortman Bert
Driessen Tjeerd
spellingShingle Schielen Ralph
Voortman Bert
Driessen Tjeerd
Balancing river restoration measures around a river bifurcation: A case study from the Netherlands
E3S Web of Conferences
author_facet Schielen Ralph
Voortman Bert
Driessen Tjeerd
author_sort Schielen Ralph
title Balancing river restoration measures around a river bifurcation: A case study from the Netherlands
title_short Balancing river restoration measures around a river bifurcation: A case study from the Netherlands
title_full Balancing river restoration measures around a river bifurcation: A case study from the Netherlands
title_fullStr Balancing river restoration measures around a river bifurcation: A case study from the Netherlands
title_full_unstemmed Balancing river restoration measures around a river bifurcation: A case study from the Netherlands
title_sort balancing river restoration measures around a river bifurcation: a case study from the netherlands
publisher EDP Sciences
series E3S Web of Conferences
issn 2267-1242
publishDate 2018-01-01
description The Rhine River in the Netherlands still has some characteristics of a delta, although the river is extremely engineered and confined between dikes. An important characteristic are the bifurcation points where the river bifurcates into different branches. The discharge partitioning at the bifurcates is predefined, as this is an important element for the protection of the downstream branches. Adjustable control structures in the vicinity of the bifurcation point facilitate this setting. In order to mitigate higher discharges due to climate change, measures in the floodplains to reduce flood levels are projected. In the planning process, it is important to maintain the discharge partitioning and to guarantee a setting of the control structure such that some control space is left. This can be done by balancing measures. A measure which lowers the flood levels on one branch, should be balanced by another measure on the other branch in order to maintain the correct settings. This requires a careful planning process and careful considerations between flood level lowering and settings of the control structures.
url https://doi.org/10.1051/e3sconf/20184006019
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AT voortmanbert balancingriverrestorationmeasuresaroundariverbifurcationacasestudyfromthenetherlands
AT driessentjeerd balancingriverrestorationmeasuresaroundariverbifurcationacasestudyfromthenetherlands
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