Comparative study of analytical and numerical methods for estimation of aquifer parameters: A case study in Basaltic Terrain

被引:0
作者
Sarwade, D. V. [1 ]
Singh, V. S. [1 ]
Puranik, S. C. [2 ]
Mondal, N. C. [1 ]
机构
[1] Natl Geophys Res Inst, Hyderabad 500007, Andhra Pradesh, India
[2] Karnatak Univ, Dharwad 580003, Karnataka, India
关键词
hydrogeology; unconfined aquifers; pumping test; analytical and numerical methods; transmissivity; storage coefficient; Belgaum city; Karnataka;
D O I
暂无
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
Estimation (if aquifer parameters namely transmissivity (T) and storativity (S) are vital for the evaluation of groundwater resources. To estimate the accurate aquifer parameters, there are several methods (i.e. hydrograph analysis, pumping test, etc). In Asian and Southeast Asian countries large diameter wells are abundant and they are often cost-effective means to conduct pumping test as one can use the farmer's pump to perform this test. There are several suggested methods to estimate aquifer parameters through pumping test data, in which, curve matching and numerical methods are widely used. In this paper we have given special emphasis to pumping tests and data interpretation, which were carried out at 12 locations in a basaltic terrain at Belgaum city, Karnataka, India. The data is interpreted by using both analytical and numerical methods; and compared with them. The results of analytical methods have shown upto 35% error involved in the calculated drawdown as well as residual drawdown in comparison with the field observations, whereas it is less than 4.5% in the case of numerical method. Hence the present study shows that the numerical method is found to be more accurate than the analytical curve matching method for estimating the aquifer parameters.
引用
收藏
页码:1039 / 1046
页数:8
相关论文
共 19 条
[1]  
Chow V.T., 1952, Transactions, American Geophysical Union, V33, P397, DOI DOI 10.1029/TR033I003P00397
[2]  
Cooper H.H., 1946, EOS T AM GEOPHYS UN, V27, P526, DOI [10.1029/TR027i004p00526, DOI 10.1029/TR027I004P00526]
[3]  
Hantush M.S., 1955, EOS T AM GEOPHYS UN, V36, P95, DOI DOI 10.1029/TR036I001P00095
[4]   MODIFICATION OF THE THEORY OF LEAKY AQUIFERS [J].
HANTUSH, MS .
JOURNAL OF GEOPHYSICAL RESEARCH, 1960, 65 (11) :3713-3725
[5]   ANALYSIS OF DATA FROM PUMPING TESTS IN ANISOTROPIC AQUIFERS [J].
HANTUSH, MS .
JOURNAL OF GEOPHYSICAL RESEARCH, 1966, 71 (02) :421-+
[6]   ANALYTICAL SOLUTION OF A PARTIALLY PENETRATING WELL IN A 2-LAYER AQUIFER [J].
JAVANDEL, I ;
WITHERSPOON, PA .
WATER RESOURCES RESEARCH, 1983, 19 (02) :567-578
[7]  
Karanth K.R., 1987, GROUNDWATER ASSESSME
[8]  
Kruseman G., 1970, ANAL EVALUATION PUMP, P1
[9]   ANALYSIS OF FLOW TO A LARGE-DIAMETER WELL DURING THE RECOVERY PERIOD [J].
MISHRA, GC ;
CHACHADI, AG .
GROUND WATER, 1985, 23 (05) :646-651
[10]   DRAWDOWN IN A WELL OF LARGE DIAMETER [J].
PAPADOPULOS, IS ;
COOPER, HH .
WATER RESOURCES RESEARCH, 1967, 3 (01) :241-+