Integration of water quantity and quality in strategic river basin planning

被引:77
作者
de Azevedo, LGT
Gates, TK
Fontane, DG
Labadie, JW
Porto, RL
机构
[1] World Bank, BR-70710500 Brasilia, DF, Brazil
[2] Colorado State Univ, Dept Civil Engn, Ft Collins, CO 80523 USA
[3] Univ Sao Paulo, Dept Civil Engn, Sao Paulo, Brazil
来源
JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT-ASCE | 2000年 / 126卷 / 02期
关键词
D O I
10.1061/(ASCE)0733-9496(2000)126:2(85)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The integration of surface water quantity and quality objectives within the framework of a decision-support tool is presented in an application to the 12,400-km(2) Piracicaba River Basin in the state of Sao Paulo, Brazil. Emphasis is given to simulation-based assessment of strategic planning alternatives through the combined use of water allocation (MODSIM) and water quality routing (QUAL2E-UNCAS) models. Uncertainty from temporal and spatial variability and inadequate data associated with model parameters is addressed. Performance measures for water allocation include total reliability, total vulnerability, and total resiliency. Water quality performance measures are stream standard compliance reliability, water quality index, spatial uniformity of water quality, and temporal uniformity of water quality. These measures are used to evaluate and compare alternatives in light of multiple planning objectives. Six management alternatives, combining various reservoir release policies with differing levels of wastewater treatment, are refined through systematic simulation to a final plan recommended for detailed consideration. The recommended plan results in predicted performance that dependably meets transbasin diversion to the city of Sao Paulo while maintaining high intrabasin water allocation performance.
引用
收藏
页码:85 / 97
页数:13
相关论文
共 21 条
[1]  
[Anonymous], 1996, Water resources management: principles, regulations, and cases
[2]   DECISION SUPPORT FOR ESTUARINE WATER-QUALITY MANAGEMENT [J].
ARNOLD, U ;
ORLOB, GT .
JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT-ASCE, 1989, 115 (06) :775-792
[3]  
Bertsekas DP., 1991, Linear network optimization: algorithms and codes
[4]  
Brown L.C., 1987, Report No. EPA/600/3-87/007
[5]   RISK-BASED PERFORMANCE CRITERIA FOR REAL-TIME RESERVOIR OPERATION [J].
BURN, DH ;
VENEMA, HD ;
SIMONOVIC, SP .
CANADIAN JOURNAL OF CIVIL ENGINEERING, 1991, 18 (01) :36-42
[6]   DECISION SUPPORT SYSTEM FOR ESTUARINE WATER-QUALITY MANAGEMENT [J].
CAMARA, AS ;
DASILVA, MC ;
RODRIGUES, AC ;
REMEDIO, JM ;
CASTRO, PP ;
DEOLIVEIRA, MJS ;
FERNANDES, TF .
JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT-ASCE, 1990, 116 (03) :417-432
[7]  
Chapra S.C, 1997, SURFACE WATER QUALIT
[8]  
COSTA JR, 1987, SYST AN WAT QUAL MGM
[9]   OPTIMUM OPERATION OF A MULTIPLE RESERVOIR SYSTEM INCLUDING SALINITY EFFECTS [J].
DANDY, G ;
CRAWLEY, P .
WATER RESOURCES RESEARCH, 1992, 28 (04) :979-990
[10]  
DEAZEVEDO LGT, 1994, THESIS COLORADO STAT