Art

J-GLOBAL ID：200902186538147557   Reference number：98A0151566

Determination of Nonlinear Head Loss Equation of Flow through Rockfill by One-dimensional Column Tests.

一次元カラム試験によるロックフィルを透過する流れの非線形水頭損失式

Author (3)： HUSSEIN A K (Tottori Univ.) ,  MORII T (Niigata Univ.) ,  HATTORI K (Tottori Univ.)
Material： 農業土木学会論文集  (Transactions of the Japanese Society of Irrigation, Drainage and Reclamation Engineering)
Issue： 192  Page： 783-793  Publication year： Dec. 1997 
JST Material Number： S0345A  ISSN： 0387-2335  Document type： Article
Article type： 原著論文  Country of issue： Japan (JPN)  Language： ENGLISH (EN)

Thesaurus term： *seepage flow ,...
Semi thesaurus term： hydraulic model test

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JST classification (2)： Water permeability,seepage water,soil water  (RA03040E) ,  River construction work  (RC12030X)

Reference (10)：

• MARTINS, M. Principles of rockfill hydraulics. Advances in Rockfill Structures. 1990, 523-570
• LEPS, T. M. Flow through rockfill. Embankment-Dam Engineering Casagrande Volume. 1973, 87-107
• PARKIN, A. K. Through and overflow rockfill dams. Advances in Rockfill Structures. 1990, 571-592
• HANSEN, D. Selection and application of a one-dimensional non-Darcy flow equation for two-dimensional flow through rockfill embankments. Canadian Geotechnical Journal. 1995, 32, 223-232
• PARKIN, A. K. Field solutions for turbulent seepage flow, Journal of the Soil Mechanics and Foundations Division. Proceedings of the American Society of Civil Engineers. 1971, 97, 1, 209-218

Terms in the title (6)： カラム試験 ,  透過 ,  流れ ,  非線形 ,  水頭 ,  損失