Details
Original language | English |
---|---|
Pages (from-to) | 101-105 |
Number of pages | 5 |
Journal | International Journal on Hydropower and Dams |
Volume | 10 |
Issue number | 3 |
Publication status | Published - 2003 |
Abstract
The piping phenomenon is one of the most important items influencing the design of barrages, especially as regards the foundation apron length. A comparative study of three methods to model seepage as a result of piping is discussed for the case of the Assuit barrage in Egypt; this research was aimed at estimating the maximum water head difference which could be applied to the existing barrage.
ASJC Scopus subject areas
- Engineering(all)
- Civil and Structural Engineering
- Energy(all)
- Energy Engineering and Power Technology
- Economics, Econometrics and Finance(all)
- Economics and Econometrics
- Engineering(all)
- Mechanical Engineering
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In: International Journal on Hydropower and Dams, Vol. 10, No. 3, 2003, p. 101-105.
Research output: Contribution to journal › Article › Research › peer review
}
TY - JOUR
T1 - Comparing finite element and empirical analysis methods for the Assuit barrage apron
AU - Achmus, M.
AU - Mansour, B. G.S.
PY - 2003
Y1 - 2003
N2 - The piping phenomenon is one of the most important items influencing the design of barrages, especially as regards the foundation apron length. A comparative study of three methods to model seepage as a result of piping is discussed for the case of the Assuit barrage in Egypt; this research was aimed at estimating the maximum water head difference which could be applied to the existing barrage.
AB - The piping phenomenon is one of the most important items influencing the design of barrages, especially as regards the foundation apron length. A comparative study of three methods to model seepage as a result of piping is discussed for the case of the Assuit barrage in Egypt; this research was aimed at estimating the maximum water head difference which could be applied to the existing barrage.
UR - http://www.scopus.com/inward/record.url?scp=0042171724&partnerID=8YFLogxK
M3 - Article
AN - SCOPUS:0042171724
VL - 10
SP - 101
EP - 105
JO - International Journal on Hydropower and Dams
JF - International Journal on Hydropower and Dams
SN - 1352-2523
IS - 3
ER -