Application of gradually varied flow algorithms to simulate buried streams

Journal of Hydraulic Research

Volumn 44, Issue 1, 2006, Pages 138-141

  Bari, R ^a   Hansen, D ^b   Bazargan, Jalal ^c   Shoaei, Seyyed Mohammad ^d  

^a AGRICULTURE AND AGRI FOOD CANADA   (Canada)

^b DALHOUSIE UNIVERSITY   (Canada)

^c UNIVERSITY OF ZANJAN   (Iran)

^d AMIRKABIR UNIVERSITY OF TECHNOLOGY   (Iran)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 33645821055     PISSN: 00221686     EISSN: None     Source Type: Journal    
DOI: 10.1080/00221686.2006.9521669     Document Type: Note

References (6)

1. Bari, R. (1997). "The Hydraulics of Buried Streams". MASc Thesis, Technical University of Nova Scotia (now part of Dalhousie University), Halifax NS, Canada, 190 pp.
2. Basak, P. (1976). "Steady Non-Darcian Seepage Through Embankments". ASCE J. Irrig. Drain. Div. 102(IR4), 435-443.
3. Dake, J.M.K. (1972). Essentials of Engineering Hydraulics. MacMillan, London, 392 pp.
4. Garga, V.K., Townsend, D.R. and Hansen, D. (1991). "A Method for Determining the Surface Area of Quarried Rocks". ASTM Geotech. Test. J. 14(1), 35-45.
5. Sên, Z. (1989). "Non-Linear Flow Toward Wells". ASCE J. Hydraul Engng. 115(2), 193-209.
6. Townsend, D.R., Garga, V.K. and Hansen, D. (1991). "Finite Difference Modelling of the Variation in Piezometric Head Within a Rockfill Embankment". Can. J. Civil Engng. 18(2), 254-263.