Closed-form analytical solution for infinite-depth seepage below diversion dams considering the width of cutoff wall-Reference-Cited by-同舟云学术

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Closed-form analytical solution for infinite-depth seepage below diversion dams considering the width of cutoff wall

Published:2023-01-19 Issue:sup1 Volume:29 Page:60-71
ISSN:0971-5010
Container-title:ISH Journal of Hydraulic Engineering
language:en
Short-container-title:ISH Journal of Hydraulic Engineering

Author:

Mojtahedi Seyyed Hossein¹^ORCID,Maghrebi Mahmoud F.¹^ORCID

Affiliation:

1. Civil Engineering Department, Ferdowsi University of Mashhad, Mashhad Iran

Publisher

Informa UK Limited

Subject

Fluid Flow and Transfer Processes,Water Science and Technology,Civil and Structural Engineering,Environmental Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/09715010.2023.2166367

Reference40 articles.

1. Design of hydraulic structures considering different sheetpile configurations and flow through canal banks

2. 3D Analysis of Seepage under Hydraulic Structures with Intermediate Filters

3. Exact and Approximate Solutions for Seepage through Semipermeable Cutoff Walls

4. Impact of inclined double-cutoff walls under hydraulic structures on uplift forces, seepage discharge and exit hydraulic gradient

5. Design Charts for Double‐Walled Cofferdams

Cited by 4 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Controlling Seepage Flow Beneath Hydraulic Structures: Effects of Floor Openings and Sheet Pile Wall Cracks;Buildings;2024-07-20

2. Evaluation of exit gradient of hydraulic structures with cut-off walls in explainable machine learning surrogate based on numerical models;2024-05-22

3. Conformal and approximate analysis of the effect of cutoff wall thickness on finite depth seepage characteristics;International Journal of Geotechnical Engineering;2024-02-07

4. Influence of a Subsidiary Weir on the Stability of a Main Structure Built on a Finite Stratum;Fluids;2023-12-15

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