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Proceedings of the 10th International Symposium on Hydraulic Structures (Zurich, 2024)

  • ISSN Online: 0374-0056
  • ISSN Print:
  • ISBN:
  • Publisher: IAHR
  • Editor(s): Robert M. Boes; Ismail Albayrak; Stefan Felder; Brian Crookston; Valentin Heller
  • Related: Committee on Hydraulic Structures

The Proceedings of the 10th IAHR International Symposium on Hydraulic Structures (ISHS 2024), held at ETH Zurich, Switzerland, from June 17 to 19, 2024, followed by the 9th International Junior Researcher and Engineer Workshop (9th IJREWHS) on Hydraulic Structures on June 20, contain technical papers on diverse and novel aspects of hydraulic structures. 

Hydraulic structures are key components of hydraulic engineering and water resources management. These disciplines address important topics and questions in an era of rapid technological development, urgency in reducing the carbon footprint and maintaining a secure water infrastructure for humanity, not least to protect against natural hazards, supply society with water for potable use, industry and irrigation in good quality and sufficient quantity, as well as to produce clean and affordable energy. Hydraulic engineering and structures are hence pivotal to fulfill several of the United Nations’ sustainable development goals. Research and development, optimization, implementation, operation, maintenance and refurbishment of hydraulic structures are challenging tasks of hydraulic engineers to contribute to safe, reliable and sustainable hydraulic infrastructure in a changing world. Recent major flood events in many parts of the world are dramatic illustrations of the dangers that can emanate from water. Flooding is the most significant natural hazard in many countries and there will never be 100% safety against it. Nevertheless, effective flood protection measures can reduce flood risk by limiting damage and, above all, saving lives. Modern and well-designed flood control infrastructure has demonstrated the effectiveness of the protective measures taken and the benefits of effective emergency action plans, warning and alert systems, and the well-coordinated emergency and crisis management personnel. As meteorological and hydrological processes can take on immense intensities and dimensions out of humans’ control, a priority approach is to avoid the danger zones with suitable spatial planning measures. 

However, water is not only a source of danger, but also a valuable resource. In many countries, the energy transition and the net-zero target for greenhouse gas emissions can only be achieved with a significant contribution from hydropower to electricity generation and, in particular, energy storage. The challenges are significant as renewable energies, including hydropower, are to be expanded to satisfy climate-friendly energy needs while simultaneously meeting aquatic ecology goals such as improving the continuity of watercourses for organisms, fish, sediments and organic matter like large wood. Hydraulic structures for both protection against natural hazards and for utilization purposes are built in natural water systems and therefore always interact with biodiversity and habitat requirements. This is challenging for engineers working in hydraulic engineering and designing hydraulic structures, as there are conflicting interests to make watercourses more natural and thus increase biodiversity despite the increasing pressure to use them for the benefit of humankind.

Editors
Robert BoesIsmail AlbayrakStefan Felder, Brian CrookstonValentin Heller


Publisher
ETH Zurich

ID Title Authors Year
30192 Local scour at spillways: Coping under extreme hydrologic events
Manisha Panthi; Brian Crookston; Michael Phillips
2024
30193 Hydrodynamic Pressures on High Head – High Labyrinth Weir Walls with Considerations for Weir Wall Structural Loading – A Case Study – Prado Dam Spillway
Michael A. Phillips; Brian M. Crookston; Julie Allen
2024
30194 Tailwater Influence on Downstream Flow Conditions of Piano Key Weirs
Lisa Besser; Mario Oertel
2024
30195 Optimization Study on Side Inlet/Outlet Connected to a Planar Turning Water Conveyance Tunnel
Jing Dong; W. Z. Zhou; S. L. Han; K. J. Ren; Z. B. Jiang; Z. B. Cheng; X. H. Li; Z. X. Wang
2024
30196 To Determine the Opening Width of a Navigable Weir in the Meuse by Means of Flow and Nautical Simulations During a River Flood
Wim C. D. Kortlever; Otto Koedijk; Sam D. Maijvis; Anastasia Zubova; Tom S. D. O’Mahoney; Dick Ten Hove
2024
30197 Investigation of Hydraulic Stability of Boulder Weir
Prajwol Acharya; Umesh Singh; Jeevan Kumar Ban; Pawan Kumar Bhattarai; Meg Bahadur Bishwakarma
2024
30198 3D-Numerical Modeling of the Complex Flood Management System at Malvaglia Dam
Virginia Rossi; Christian Tognacca; Riccardo Radogna
2024
30199 Comparison of Head-Discharge Relationships from an Arced High Head Submerged Labyrinth Weir Prado Dam - a case study
Julie D. Allen; Michael A. Phillips; Brian M. Crookston; Yajayra Diaz
2024
30200 Preliminary analysis of air-water flows on steep slope downstream of piano key weirs
Sebastien Erpicum; Daniel B. Bung; Benjamin Dewals; Pierre Archambeau; Michel Pirotton
2024
30201 Scalability of model results to nature in the case of static hydraulic waves
Lasse Bauer; Marco Schuster; Markus Aufleger
2024

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