NUMERICAL-ANALYSIS OF SALTWATER INTRUSION USING B-SPLINE BOUNDARY ELEMENTS

被引:5
作者
CABRAL, JJSP
WROBEL, LC
机构
[1] Wessex Institute of Technology, University of Portsmouth, Southampton, SO4 2AA, Ashrust Lodge, Ashurst
关键词
BOUNDARY ELEMENT METHOD; SALTWATER INTRUSION; B-SPLINES;
D O I
10.1002/fld.1650161104
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Continuity of the derivatives of the main variable is an important feature to obtain an accurate representation of moving boundaries with discrete numerical methods, since the value and direction of the velocity are normally used to relocate the nodal points in a time-marching scheme. A recently developed formulation of the boundary element method using cubic B-splines provides up to C2 continuity between adjacent elements. This formulation is applied in this work to saltwater intrusion problems in confined, leaky and unconfined aquifers.
引用
收藏
页码:989 / 1005
页数:17
相关论文
共 31 条
[1]  
AWATER R, 1980, NEW DEV BOUNDARY ELE
[2]  
Bear J., 1979, HYDRAULICS GROUNDWAT
[3]  
Bear J., 1964, J HYDRAULICS ASCE, V90, P193
[4]  
Brebbia C.A., 1984, BOUNDARY ELEMENT TEC
[5]  
CABRAL JJS, 1985, BRAZILIAN ENG J WATE, V3, P29
[6]  
CABRAL JJS, 1987, BETECH 87
[7]   A BEM FORMULATION USING B-SPLINES .1. UNIFORM BLENDING FUNCTIONS [J].
CABRAL, JJSP ;
WROBEL, LC ;
BREBBIA, CA .
ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, 1990, 7 (03) :136-144
[8]   UNCONFINED FLOW THROUGH POROUS-MEDIA USING B-SPLINE BOUNDARY ELEMENTS [J].
CABRAL, JJSP ;
WROBEL, LC .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1991, 117 (11) :1479-1495
[9]   A BEM FORMULATION USING B-SPLINES .2. MULTIPLE KNOTS AND NONUNIFORM BLENDING FUNCTIONS [J].
CABRAL, JJSP ;
WROBEL, LC ;
BREBBIA, CA .
ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, 1991, 8 (01) :51-55
[10]  
Crank J., 1987, FREE MOVING BOUNDARY