ANALYSIS OF THE LINEAR-PROGRAMMING GRADIENT-METHOD FOR OPTIMAL-DESIGN OF WATER-SUPPLY NETWORKS

被引:120
作者
KESSLER, A [1 ]
SHAMIR, U [1 ]
机构
[1] TECHNION ISRAEL INST TECHNOL,FAC CIVIL ENGN,IL-32000 HAIFA,ISRAEL
关键词
D O I
10.1029/WR025i007p01469
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
引用
收藏
页码:1469 / 1480
页数:12
相关论文
共 13 条
[1]   DESIGN OF OPTIMAL WATER DISTRIBUTION-SYSTEMS [J].
ALPEROVITS, E ;
SHAMIR, U .
WATER RESOURCES RESEARCH, 1977, 13 (06) :885-900
[2]  
DEO N, 1974, GRAPH THEORY APPLICA
[3]   A MODIFIED LINEAR-PROGRAMMING GRADIENT-METHOD FOR OPTIMAL-DESIGN OF LOOPED WATER DISTRIBUTION NETWORKS [J].
FUJIWARA, O ;
JENCHAIMAHAKOON, B ;
EDIRISINGHE, NCP .
WATER RESOURCES RESEARCH, 1987, 23 (06) :977-982
[4]   IMPLICATIONS OF HEAD LOSS PATH CHOICE IN THE OPTIMIZATION OF WATER DISTRIBUTION NETWORKS [J].
GOULTER, IC ;
LUSSIER, BM ;
MORGAN, DR .
WATER RESOURCES RESEARCH, 1986, 22 (05) :819-822
[5]  
Hadley G., 1964, NONLINEAR DYNAMIC PR
[6]  
Kennington J.L., 1980, ALGORITHMS NETWORK P
[7]   OPTIMAL URBAN WATER DISTRIBUTION DESIGN [J].
MORGAN, DR ;
GOULTER, IC .
WATER RESOURCES RESEARCH, 1985, 21 (05) :642-652
[8]  
ORTH HM, 1986, MODEL BASED DESIGN W
[9]   DESIGN OF OPTIMAL WATER DISTRIBUTION-SYSTEMS - COMMENT [J].
QUINDRY, GE ;
BRILL, ED ;
LIEBMAN, JC ;
ROBINSON, AR .
WATER RESOURCES RESEARCH, 1979, 15 (06) :1651-1654
[10]  
QUINDRY GE, 1981, J ENV ENG DIV-ASCE, V107, P665