Simple equations for aquifer parameters from drawdowns in large-diameter wells

Journal of Irrigation and Drainage Engineering

Volumn 133, Issue 3, 2007, Pages 279-281

  Singh, Sushil K ^a  

^a NATIONAL INSTITUTE OF HYDROLOGY   (India)

Author keywords

Aquifers; Coefficients; Estimation; Ground water; Pumps; Unsteady flow; Water storage; Wells

Indexed keywords

ESTIMATION; ITERATIVE METHODS; UNSTEADY FLOW; WATER WELLS;

CURVE MATCHING METHOD; WATER STORAGE;

AQUIFERS;

AQUIFERS; ESTIMATION; ITERATIVE METHODS; UNSTEADY FLOW; WATER WELLS;

AQUIFER; DRAWDOWN; GROUNDWATER FLOW; TRANSMISSIVITY; UNSTEADY FLOW; WATER STORAGE; WELL WATER;

EID: 34249024197     PISSN: 07339437     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9437(2007)133:3(279)     Document Type: Article

References (4)

1. Papadopulos, I. S., and Cooper, H. H. (1967). "Drawdown in a well of large diameter." Water Resour. Res. WRERAQ0043-1397, 3(1), 241-244.
2. Singh, S. K. (2000). "Simple method for confined-aquifer parameter estimation." J. Irrig. Drain. Eng. JIDEDH0733-943710.1061/ (ASCE)0733-9437(2000)126:6(404), 126(6), 404-407.
3. Wikramaratna, R. S. (1985). "A new type curve method for the analysis of pumping tests in large diameter wells." Water Resour. Res. WRERAQ0043-1397, 21(2), 261-264.
4. Zdankus, N. T. (1974). "Analysis of shallow hard rock well pumping and recovery test data." Ground Water GRWAAP0017-467X, 12(5), 310-317.