Seepage face modeling for large-diameter well in unconfined aquifer

Journal of Hydrologic Engineering

Volumn 4, Issue 3, 1999, Pages 275-279

  Ojha, C S P ^a   Gopal, V ^a  

^a INDIAN INSTITUTE OF TECHNOLOGY ROORKEE   (India)

Author keywords

[No Author keywords available]

Indexed keywords

AQUIFERS; BANKS (BODIES OF WATER); DAMS; DISCHARGE (FLUID MECHANICS); SOILS; VELOCITY; WATER LEVELS;

SEEPAGE FACE MODELING; UNCONFINED AQUIFER;

SEEPAGE;

HYDROLOGICAL MODEL; SEEPAGE; UNCONFINED AQUIFER; WELL;

EID: 0033167210     PISSN: 10840699     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0699(1999)4:3(275)     Document Type: Article

References (9)

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3. Harr, M. E. (1962). Ground water and seepage. McGraw-Hill, New York, 20.
4. Jacob, C. F. (1947). "Draw-down test to determine effective radius of artesian well." Trans. ASCE, 112 (paper 2321), 1047-1070.
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9. Shamsai, A., and Narasimhan, T. N. (1991). "A numerical investigation of free surface-seepage face relationship under steady state flow conditions." Water Resour. Res., 27(3), 409-421.