NUMERICAL-MODEL FOR PUMPING TEST ANALYSIS

被引：12
作者：
RUSHTON, KR [1 ]
CHAN, YK [1 ]
机构：
[1] UNIV BIRMINGHAM,DEPT CIVIL ENGN,BIRMINGHAM,ENGLAND
来源：
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 2-RESEARCH AND THEORY | 1976年 / 61卷 / JUN期
关键词：
D O I：
10.1680/iicep.1976.3439
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
引用
收藏
页码：281 / 296
页数：16
相关论文
共 11 条
[1]  
Boulton N., 1963, P I CIVIL ENG, V26, P469, DOI DOI 10.1680/IICEP.1963.10409
[2]  
Foster S.S.D., 1974, HYDROLOGICAL SCI B, V19, P485
[3]  
Glover RE., 1974, TRANSIENT GROUND WAT
[4]  
HANTUSH MS, 1964, ADV HYDROSCI, V1, P282
[5]  
JACOB CE, 1950, ENGINEERING HYDRAULI
[6]  
KRUSEMAN GP, 1970, 11 INT I LAND RECL I
[7]   ANALYSIS OF PUMPING TEST DATA FROM ANISOTROPIC UNCONFINED AQUIFERS CONSIDERING DELAYED GRAVITY RESPONSE [J].
NEUMAN, SP .
WATER RESOURCES RESEARCH, 1975, 11 (02) :329-342
[8]  
RUSHTON KR, 1974, WATER RESOUR B, V10, P32
[9]   The relation between the lowering of the piezometric surface and the rate and duration of discharge of a well using ground water storage [J].
Theis, CV .
TRANSACTIONS-AMERICAN GEOPHYSICAL UNION, 1935, 16 :519-524
[10]  
WALTON WC, 1970, GROUNDWATER RESOURCE, P226
12