Details
Originalsprache | Englisch |
---|---|
Seiten (von - bis) | 101-105 |
Seitenumfang | 5 |
Fachzeitschrift | International Journal on Hydropower and Dams |
Jahrgang | 10 |
Ausgabenummer | 3 |
Publikationsstatus | Veröffentlicht - 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 Sachgebiete
- Ingenieurwesen (insg.)
- Tief- und Ingenieurbau
- Energie (insg.)
- Energieanlagenbau und Kraftwerkstechnik
- Volkswirtschaftslehre, Ökonometrie und Finanzen (insg.)
- Volkswirtschaftslehre und Ökonometrie
- Ingenieurwesen (insg.)
- Maschinenbau
Zitieren
- Standard
- Harvard
- Apa
- Vancouver
- BibTex
- RIS
in: International Journal on Hydropower and Dams, Jahrgang 10, Nr. 3, 2003, S. 101-105.
Publikation: Beitrag in Fachzeitschrift › Artikel › Forschung › 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 -