Experimental and numerical analyses on the capacity and the control management of a large flood retention basin situated at the Inn River in Tyrol

The consideration of recent extreme events in flood statistics implies an increase of design flood peaks and discharge loads. With the focus on the 75 km long Tyrolean Inn River reach downstream the regional capital city Innsbruck, the harmonization of the 100-year flood peak and comprehensive 2d-hy...

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Main Authors: Lindermuth Adrian, Gems Bernhard, Kampel Irina, Waldhör Christoph, Walder Stefan, Aufleger Markus
Format: Article
Language:English
Published: EDP Sciences 2018-01-01
Series:E3S Web of Conferences
Online Access:https://doi.org/10.1051/e3sconf/20184006008
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spelling doaj-38716e2840484dd0afa763538c8db6a42021-02-02T00:27:27ZengEDP SciencesE3S Web of Conferences2267-12422018-01-01400600810.1051/e3sconf/20184006008e3sconf_riverflow2018_06008Experimental and numerical analyses on the capacity and the control management of a large flood retention basin situated at the Inn River in TyrolLindermuth AdrianGems BernhardKampel IrinaWaldhör ChristophWalder StefanAufleger MarkusThe consideration of recent extreme events in flood statistics implies an increase of design flood peaks and discharge loads. With the focus on the 75 km long Tyrolean Inn River reach downstream the regional capital city Innsbruck, the harmonization of the 100-year flood peak and comprehensive 2d-hydrodynamic modelling simulations indicate the need for an extension of the existing flood protection measures. Lateral protection and object protection measures represent the only feasible option due to the confined areal conditions. However, an increase of the channel capacities would worsen the situation for downstream areas demonstrably. In order to counter this impact, it is planned to build several large controlled flood retention basins situated along the Inn River at the valley floor between Innsbruck and the border to Germany. The retention basin “Voldöpp” as one of these flood polders features a maximum capacity of 1.7 million m³ and a maximum design water depth of 3.6 m. According to current planning the inlet structure consists of four uniform weir fields with two gates each. Aims of the presented experimental and numerical analyses are the investigation of the flow characteristics in close range of the inlet structure, the weir capacity and a possible weir control management. Hydraulic model tests are accomplished at the scale 1:35 according Froude similarity and numerical modelling is done with the software FLOW-3D. Preliminary modelling results confirmed the functionality of the inlet structure and pointed out the need of further tests concerning the potential impacts of intense sediment transport and woody debris.https://doi.org/10.1051/e3sconf/20184006008
collection DOAJ
language English
format Article
sources DOAJ
author Lindermuth Adrian
Gems Bernhard
Kampel Irina
Waldhör Christoph
Walder Stefan
Aufleger Markus
spellingShingle Lindermuth Adrian
Gems Bernhard
Kampel Irina
Waldhör Christoph
Walder Stefan
Aufleger Markus
Experimental and numerical analyses on the capacity and the control management of a large flood retention basin situated at the Inn River in Tyrol
E3S Web of Conferences
author_facet Lindermuth Adrian
Gems Bernhard
Kampel Irina
Waldhör Christoph
Walder Stefan
Aufleger Markus
author_sort Lindermuth Adrian
title Experimental and numerical analyses on the capacity and the control management of a large flood retention basin situated at the Inn River in Tyrol
title_short Experimental and numerical analyses on the capacity and the control management of a large flood retention basin situated at the Inn River in Tyrol
title_full Experimental and numerical analyses on the capacity and the control management of a large flood retention basin situated at the Inn River in Tyrol
title_fullStr Experimental and numerical analyses on the capacity and the control management of a large flood retention basin situated at the Inn River in Tyrol
title_full_unstemmed Experimental and numerical analyses on the capacity and the control management of a large flood retention basin situated at the Inn River in Tyrol
title_sort experimental and numerical analyses on the capacity and the control management of a large flood retention basin situated at the inn river in tyrol
publisher EDP Sciences
series E3S Web of Conferences
issn 2267-1242
publishDate 2018-01-01
description The consideration of recent extreme events in flood statistics implies an increase of design flood peaks and discharge loads. With the focus on the 75 km long Tyrolean Inn River reach downstream the regional capital city Innsbruck, the harmonization of the 100-year flood peak and comprehensive 2d-hydrodynamic modelling simulations indicate the need for an extension of the existing flood protection measures. Lateral protection and object protection measures represent the only feasible option due to the confined areal conditions. However, an increase of the channel capacities would worsen the situation for downstream areas demonstrably. In order to counter this impact, it is planned to build several large controlled flood retention basins situated along the Inn River at the valley floor between Innsbruck and the border to Germany. The retention basin “Voldöpp” as one of these flood polders features a maximum capacity of 1.7 million m³ and a maximum design water depth of 3.6 m. According to current planning the inlet structure consists of four uniform weir fields with two gates each. Aims of the presented experimental and numerical analyses are the investigation of the flow characteristics in close range of the inlet structure, the weir capacity and a possible weir control management. Hydraulic model tests are accomplished at the scale 1:35 according Froude similarity and numerical modelling is done with the software FLOW-3D. Preliminary modelling results confirmed the functionality of the inlet structure and pointed out the need of further tests concerning the potential impacts of intense sediment transport and woody debris.
url https://doi.org/10.1051/e3sconf/20184006008
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