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Sustainable Hydraulic Structures Planning, Design, and Analysis: New Planning and Design Applications

A special issue of Sustainability (ISSN 2071-1050). This special issue belongs to the section "Sustainable Engineering and Science".

Deadline for manuscript submissions: closed (17 September 2023) | Viewed by 902

Special Issue Editors


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Guest Editor
Engineering Faculty, Civil Engineering Department, Firat University, Elazig 23119, Turkey
Interests: open channel flow; hydraulic structures; hydraulics; environmental hydraulics; scour at hydraulic structures; dam design and construction; spillways; weirs

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Guest Editor
Engineering Faculty, Civil Engineering Department, Engineering and Architecture Faculty, İzmir Katip Çelebi University, İzmir, Turkey
Interests: open channel flow; unsteady flow; sediment transport; confluences; divergence channels; bridge pier scour

Special Issue Information

Dear Colleagues,

Dams, weirs, spillways, gates, and river regulation structures are important hydraulic structures. Dams store behind them flood waters, primarily for the benefit of people. Hydraulic structure sustainability is an important concern from a water engineering viewpoint, although increasingly they constitute an issue of effective public debate. Indeed, the failure or collapse of dams has high economic and social consequences. In terms of climate change scenarios, it is imperative to test the spillway, sluice gates and energy dissipation structures of the constructed dams. The changing climate raises serious concerns about water scarcity and energy production. For hydraulic structures, it is vital to develop sustainable rehabilitation projects and increase the discharge capacities of spillways or weirs when necessary, an issue which has become a major problem worldwide. In cases of insufficient spillway capacity, dam failures may occur. This is especially important in the presence of cascaded dams. It is possible that the spillway capacity will not be sufficient due to climate change. In recent years, issues involving these kinds of risk analysis have gained great importance. In order to increase discharge capacity, many studies have been carried out on labyrinth spillways and piano key weirs in recent years. Such spillways are also used as additional spillways in dams. Thus, the design of new dam types and the development and analysis of new spillway types have important roles to play in the sustainability of water resources engineering. As in all engineering structures, sustainability is also important in river regulation structures, and other hydraulic structures. Climate change-induced floods in rivers affect bridge safety. The fact is that flow is within the supercritical flow regime and the pressurized flow increases the scour around the bridge piers. Thus, conducting up-to-date studies on these issues will be beneficial for readers and application engineers. Sustainable hydraulic structure planning, design and analysis are needed to achieve the Sustainable Development Goals.

This Special Issue, entitled “Sustainable Hydraulic Structures Planning, Design, and Analysis: New Planning and Design Applications”, focuses on hydraulic structures analysis considering the Sustainable Development Goals. We welcome original research papers on topics such as: (1) the planning, design and analysis of hydraulic structures; (2) the performance analysis of hydraulic structures, taking into account climate change scenarios; (3) cocioeconomic benefits of hydraulic structures; (4) sustainable planning of hydraulic structures; (5) new hydraulic structure types; and (6) The role of dams in development.

Prof. Dr. M. Emin Emiroglu
Prof. Dr. Gokcen Bombar
Guest Editors

Manuscript Submission Information

Manuscripts should be submitted online at www.mdpi.com by registering and logging in to this website. Once you are registered, click here to go to the submission form. Manuscripts can be submitted until the deadline. All submissions that pass pre-check are peer-reviewed. Accepted papers will be published continuously in the journal (as soon as accepted) and will be listed together on the special issue website. Research articles, review articles as well as short communications are invited. For planned papers, a title and short abstract (about 100 words) can be sent to the Editorial Office for announcement on this website.

Submitted manuscripts should not have been published previously, nor be under consideration for publication elsewhere (except conference proceedings papers). All manuscripts are thoroughly refereed through a single-blind peer-review process. A guide for authors and other relevant information for submission of manuscripts is available on the Instructions for Authors page. Sustainability is an international peer-reviewed open access semimonthly journal published by MDPI.

Please visit the Instructions for Authors page before submitting a manuscript. The Article Processing Charge (APC) for publication in this open access journal is 2400 CHF (Swiss Francs). Submitted papers should be well formatted and use good English. Authors may use MDPI's English editing service prior to publication or during author revisions.

Keywords

  • dams
  • dam reoperation
  • dams and development
  • river regulation
  • hydraulic structures
  • spillways
  • weirs
  • scour at hydraulic structures
  • hydropower
  • water supply
  • flood control structures
  • diversion weirs
  • socioeconomic benefits of hydraulic structures
  • operation of dams
  • rehabilitation of dams
  • sustainable planning
  • storage projects
  • the role of dams in development

Published Papers (1 paper)

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Research

22 pages, 4746 KiB  
Article
Experimental Research on Erosion Characteristics of Ecological Slopes under the Scouring of Non-Directional Inflow
by Mingxiao Liu, Yaru Luo, Fei Li, Hao Hu and Dongpo Sun
Sustainability 2023, 15(20), 14688; https://doi.org/10.3390/su152014688 - 10 Oct 2023
Cited by 1 | Viewed by 631
Abstract
Considering environmental sustainability, ecological embankments are often adopted in rivers, which benefit both the erosion resistance and the ecological balance of the bank. In this paper, the effectiveness of different types of dominant grass species in ecological slope protection and their impact mechanisms, [...] Read more.
Considering environmental sustainability, ecological embankments are often adopted in rivers, which benefit both the erosion resistance and the ecological balance of the bank. In this paper, the effectiveness of different types of dominant grass species in ecological slope protection and their impact mechanisms, as well as the impact of non-directional inflow on erosion characteristics, were investigated. Based on the principle of similarity theory in hydraulic modeling and the characteristics of flood erosion in riverbanks, a test model system for hydraulic ecological simulation was designed, including a vegetation bank slope and channels. Three types of dominant grass species were selected, and 12 series of erosion experiments were conducted in the grassed slope of the test model. Three types of root–soil composites and a reference plain soil were involved in the tests, and soil mechanical indicators such as shear strength were collected. Experimental results show that root–soil composite is a special elastic–plastic material, which provides additional cohesive force to the soil due to its root consolidation and reinforcement effects, Δc. The shear strength index reflecting soil cohesion was increased by 15% to 20%. The primary factor affecting slope erosion is the flushing velocity, and both the average erosion depth and the unit soil erosion loss present an exponential function with respect to this factor, while presenting a linear function with the angle of incoming flow. Compared with the plain soil slope, the ecological slope could decrease erosion significantly. The sand loss of the ecological slope is only 50~60% that of the plain soil slope as the flushing velocity is 3–4 m s−1. In vertical flushing, the sand loss in the plain soil slope is 1.73–2.43 times that of the ecological slope. This research might provide technical support for the anti-scourability design of the ecological embankment. Full article
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