Academic Journal

Sustainable Hydraulic Design of Water Structures Through Optimal Technical Pairing of Upstream Wing-Wall Geometry and Canal Inside Slopes: HEC-RAS Numerical Investigation.

Λεπτομέρειες βιβλιογραφικής εγγραφής
Τίτλος: Sustainable Hydraulic Design of Water Structures Through Optimal Technical Pairing of Upstream Wing-Wall Geometry and Canal Inside Slopes: HEC-RAS Numerical Investigation.
Συγγραφείς: Ashour, Mohamed A., Abu-Zaid, Tarek S., Ali, M. Khairy, Abueleyon, Haitham M., Abdou, Abdallah A.
Πηγή: Sustainability (2071-1050); Aug2026, Vol. 18 Issue 16, p8552, 31p
Περίληψη: Hydraulic structures disturb natural flow patterns, reducing water conveyance efficiency and increasing hydraulic energy losses, thereby affecting the sustainable management of water structures. Entrance-zone geometry, particularly upstream wing-wall configuration and canal inside slope, plays a critical role in controlling flow behavior, energy dissipation, upstream afflux, and hydraulic performance. However, the coupled effects of these geometric parameters have not been systematically investigated. Therefore, this study employed a validated HEC-RAS model to evaluate the combined influence of canal inside slope and upstream wing-wall configuration on the hydraulic performance of irrigation water structures and to support sustainable hydraulic design. Four wing-wall configurations (box, broken, curved, and splayed) and three canal inside slopes (1:1, 3:2, and 2:1) were analyzed under a fixed contraction ratio of 0.6 and upstream Froude numbers ranging from 0.12 to 0.18 under steady subcritical flow conditions. The model was validated against measurements from a 1:10 laboratory flume, demonstrating excellent agreement, with an average variation of 5.75% and coefficients of determination (R2) ranging from 0.97 to 0.99. Gradual entrance transitions significantly improved hydraulic performance by reducing flow disturbances and enhancing flow uniformity. For a canal inside slope of 1:1, the curved wing-wall configuration reduced relative heading-up and energy loss by 18.02% and 46.83%, respectively, whereas the splayed configuration achieved the best overall performance, with corresponding reductions of 27.63% and 73.11% compared with the conventional box configuration. Furthermore, dimensionless predictive equations were developed for the principal hydraulic performance indicators, achieving R2 values of 0.96–0.99 and RMSE values of 0.001–0.01. The proposed framework improves water conveyance efficiency, minimizes hydraulic losses, and provides a validated, cost-effective numerical tool for evaluating alternative design scenarios, reducing reliance on extensive physical experimentation while supporting sustainable irrigation structures and long-term water resources management. [ABSTRACT FROM AUTHOR]
Copyright of Sustainability (2071-1050) is the property of MDPI and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)
Βάση Δεδομένων: Complementary Index
FullText Text:
  Availability: 0
CustomLinks:
  – Url: https://resolver.ebsco.com/c/fiv2js/result?sid=EBSCO:edb&genre=article&issn=20711050&ISBN=&volume=18&issue=16&date=20260815&spage=8552&pages=8552-8582&title=Sustainability (2071-1050)&atitle=Sustainable%20Hydraulic%20Design%20of%20Water%20Structures%20Through%20Optimal%20Technical%20Pairing%20of%20Upstream%20Wing-Wall%20Geometry%20and%20Canal%20Inside%20Slopes%3A%20HEC-RAS%20Numerical%20Investigation.&aulast=Ashour%2C%20Mohamed%20A.&id=DOI:10.3390/su18168552
    Name: Full Text Finder (for New FTF UI) (ns324271)
    Category: fullText
    Text: Full Text Finder
    MouseOverText: Full Text Finder
Header DbId: edb
DbLabel: Complementary Index
An: 196630166
RelevancyScore: 1082
AccessLevel: 6
PubType: Academic Journal
PubTypeId: academicJournal
PreciseRelevancyScore: 1082.42504882813
IllustrationInfo
Items – Name: Title
  Label: Title
  Group: Ti
  Data: Sustainable Hydraulic Design of Water Structures Through Optimal Technical Pairing of Upstream Wing-Wall Geometry and Canal Inside Slopes: HEC-RAS Numerical Investigation.
– Name: Author
  Label: Authors
  Group: Au
  Data: <searchLink fieldCode="AR" term="%22Ashour%2C+Mohamed+A%2E%22">Ashour, Mohamed A.</searchLink><br /><searchLink fieldCode="AR" term="%22Abu-Zaid%2C+Tarek+S%2E%22">Abu-Zaid, Tarek S.</searchLink><br /><searchLink fieldCode="AR" term="%22Ali%2C+M%2E+Khairy%22">Ali, M. Khairy</searchLink><br /><searchLink fieldCode="AR" term="%22Abueleyon%2C+Haitham+M%2E%22">Abueleyon, Haitham M.</searchLink><br /><searchLink fieldCode="AR" term="%22Abdou%2C+Abdallah+A%2E%22">Abdou, Abdallah A.</searchLink>
– Name: TitleSource
  Label: Source
  Group: Src
  Data: Sustainability (2071-1050); Aug2026, Vol. 18 Issue 16, p8552, 31p
– Name: Abstract
  Label: Abstract
  Group: Ab
  Data: Hydraulic structures disturb natural flow patterns, reducing water conveyance efficiency and increasing hydraulic energy losses, thereby affecting the sustainable management of water structures. Entrance-zone geometry, particularly upstream wing-wall configuration and canal inside slope, plays a critical role in controlling flow behavior, energy dissipation, upstream afflux, and hydraulic performance. However, the coupled effects of these geometric parameters have not been systematically investigated. Therefore, this study employed a validated HEC-RAS model to evaluate the combined influence of canal inside slope and upstream wing-wall configuration on the hydraulic performance of irrigation water structures and to support sustainable hydraulic design. Four wing-wall configurations (box, broken, curved, and splayed) and three canal inside slopes (1:1, 3:2, and 2:1) were analyzed under a fixed contraction ratio of 0.6 and upstream Froude numbers ranging from 0.12 to 0.18 under steady subcritical flow conditions. The model was validated against measurements from a 1:10 laboratory flume, demonstrating excellent agreement, with an average variation of 5.75% and coefficients of determination (R<superscript>2</superscript>) ranging from 0.97 to 0.99. Gradual entrance transitions significantly improved hydraulic performance by reducing flow disturbances and enhancing flow uniformity. For a canal inside slope of 1:1, the curved wing-wall configuration reduced relative heading-up and energy loss by 18.02% and 46.83%, respectively, whereas the splayed configuration achieved the best overall performance, with corresponding reductions of 27.63% and 73.11% compared with the conventional box configuration. Furthermore, dimensionless predictive equations were developed for the principal hydraulic performance indicators, achieving R<superscript>2</superscript> values of 0.96–0.99 and RMSE values of 0.001–0.01. The proposed framework improves water conveyance efficiency, minimizes hydraulic losses, and provides a validated, cost-effective numerical tool for evaluating alternative design scenarios, reducing reliance on extensive physical experimentation while supporting sustainable irrigation structures and long-term water resources management. [ABSTRACT FROM AUTHOR]
– Name: Abstract
  Label:
  Group: Ab
  Data: <i>Copyright of Sustainability (2071-1050) is the property of MDPI and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract.</i> (Copyright applies to all Abstracts.)
PLink https://search.ebscohost.com/login.aspx?direct=true&site=eds-live&db=edb&AN=196630166
RecordInfo BibRecord:
  BibEntity:
    Identifiers:
      – Type: doi
        Value: 10.3390/su18168552
    Languages:
      – Code: eng
        Text: English
    PhysicalDescription:
      Pagination:
        PageCount: 31
        StartPage: 8552
    Titles:
      – TitleFull: Sustainable Hydraulic Design of Water Structures Through Optimal Technical Pairing of Upstream Wing-Wall Geometry and Canal Inside Slopes: HEC-RAS Numerical Investigation.
        Type: main
  BibRelationships:
    HasContributorRelationships:
      – PersonEntity:
          Name:
            NameFull: Ashour, Mohamed A.
      – PersonEntity:
          Name:
            NameFull: Abu-Zaid, Tarek S.
      – PersonEntity:
          Name:
            NameFull: Ali, M. Khairy
      – PersonEntity:
          Name:
            NameFull: Abueleyon, Haitham M.
      – PersonEntity:
          Name:
            NameFull: Abdou, Abdallah A.
    IsPartOfRelationships:
      – BibEntity:
          Dates:
            – D: 15
              M: 08
              Text: Aug2026
              Type: published
              Y: 2026
          Identifiers:
            – Type: issn-print
              Value: 20711050
          Numbering:
            – Type: volume
              Value: 18
            – Type: issue
              Value: 16
          Titles:
            – TitleFull: Sustainability (2071-1050)
              Type: main
ResultId 1