Model tests of the Straßberg flood retention basin
Table of contents
Short description
As part of the Selke flood action plan, the construction of an ecologically continuous, green flood retention basin is planned above the village of Straßberg. The approx. 65 km long Selke flows through the Harz and the eastern Harz foreland. In the future, the Selke valley will be blocked by a barrier structure with a crest length of 270 m and a height of 20 m at km 58+182. Physical model tests were carried out at the Institute of Hydraulic Engineering and Technical Hydromechanics (IWD) at the TU Dresden to ensure the hydraulic performance in the event of flooding. The physical Froude model (scale M 1:20) was set up in the Hubert-Engels-Laboratory of the TU Dresden and the following three test series (TS) were carried out:
- In TS 1, the pre-optimized planned condition was investigated. The results of TS 1 led to structural optimizations.
- In TS 2, the optimized state was investigated.
- In TS 3, the performance characteristics of all operating facilities were created for the optimized state.
The barrier structure investigated is divided into a left-sided dam area and a right-sided combination structure in concrete construction. A solid wing wall forms the boundary between the combination structure and the dam. The combined structure contains the operational outlets, the spillway, the railroad culvert, the waterway culvert, the aeration system and the sluice gates. The reservoir is managed by two operational outlets which, together with the cascade of the spillway, flow into a stilling basin. The Selke is directed straight through the culvert, with a bed width of 1.0 m and lateral embankments. An accessible berm ensures the passage of terrestrial animals.
The hydraulic model tests for the Straßberg flood retention basin project were carried out to continue the planning and to optimize the facility components.
Media

Blick vom Unterwasser auf das HRB Straßberg mit eingezeichneter Selke © Talsperrenbetrieb Sachsen-Anhalt

Geländemodellierung des physikalischen Modells © Manuel Wewer

Strömungsbild im Unterwasser des Absperrbauwerks bei Bemessungshochwasserzufluss 1 (BHQ 1) © Manuel Wewer

Strömungsbild auf der Kaskade der Hochwasserentlastungsanlage bei Bemessungshochwasserzufluss 2 (BHQ 2) © Manuel Wewer
Project data
Core information |
|
Period |
01/12/2022- 31/05/2024 |
Type of funding |
Third-party |
Fundgiver |
Reservoir operation Saxony-Anhalt |
TUD Research Priority Areas (RPAs) |
Energy, Mobility and Environment › Water Research |
Sustainable Development Goals (SDGs) |
SDG 11 - Sustainable cities and communities SDG 13 - Climate action |
Keywords |
Flood management, flood protection, optimization of spillways |
Project lead

Professor
NameMr Prof. Dr.-Ing. Jürgen Stamm
Chair Hydraulic Engineering, Dean Faculty Civil Engineering
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Office of the Chair of Hydraulic Engineering
Visiting address:
Haus 116, Room 04-22 August-Bebel-Straße 30
01219 Dresden
Office hours:
Please arrange a specific appointment in advance by phone.
Project management

Research Associate
NameMr Dr.-Ing. Ulf Helbig
Head of Hubert Engels Laboratory
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Office of the Chair of Hydraulic Engineering
Visiting address:
Haus 116, Room 04-023 August-Bebel-Straße 30
01219 Dresden
https://orcid.org/0000-0002-8659-9100
Office hours:
Please arrange a specific appointment in advance by e-mail.

Research Associate
NameMr Dipl.-Ing. Manuel Wewer
Send encrypted email via the SecureMail portal (for TUD external users only).
Office of the Chair of Hydraulic Engineering
Visiting address:
Haus 116, Room 04-24 August-Bebel-Straße 30
01219 Dresden
Office hours:
Please arrange a specific appointment in advance by e-mail.
Publications
Currently no publications available.
Further information
Television report 1: https: //www.youtube.com/watch?v=8zItClLsmXw
Television report 2: https: //www.mdr.de/video/mdr-videos/c/video-816586.html
Funding
Saxony-Anhalt Dam Authority