DESIGN OF IRRIGATION WATER SUPPLY SYSTEMS USING THE Q-C FEASIBILITY DOMAIN CONCEPT: I. INTRODUCTION AND THEORY

被引:3
作者
Sinai, Gideon [1 ]
Dalins, Ben-Zion [2 ]
Cohen, Daniel [3 ]
Shamir, Uri [3 ]
机构
[1] Technion Israel Inst Technol, Fac Civil & Environm Engn, IL-32000 Haifa, Israel
[2] TLM Cons Engr Ltd, IL-39120 Tirat Karmel, Israel
[3] Mekorot Water Co Ltd, Command & Control Unit, Tel Aviv, Israel
关键词
irrigation; water supply; water quality; irrigation systems; contamination network analysis; water discharge; OPTIMAL OPERATION; H MODEL; QUALITY; NETWORKS; DILUTION;
D O I
10.1002/ird.391
中图分类号
S3 [农学(农艺学)];
学科分类号
0901 ;
摘要
The Q-C Feasibility Domain (QCFD) was defined and proposed as a tool for design of multiquality irrigation water supply systems. It determines all feasible combinations of water discharge and water quality, and can be represented by a point, a line, or an area in a diagram of water discharge versus solute flow rate (a Q-J diagram). The shape of the QCFD is the result of dilution of two or more flows from sources of different water quality. (assuming conservative substances) Several types of QCFDs were analyzed at sources, inner nodes of a network, and of consumer outlets. The effect of water discharge constraints (due to flow limitations in the network) on the QCFDs was formulated and analyzed. Computation of QCFDs of dilution junctions by vector addition of their inflows was described. The method was extended numerically to nonlinear mixing due to dependence of water salinity. Use of this method enables computation of QCFDs for inner nodes in networks, including dilution junctions. The effect of network topology and flow direction was discussed. Application and demonstration will follow in the next paper in this series. Copyright (C) 2008 John Wiley & Sons, Ltd.
引用
收藏
页码:50 / 60
页数:11
相关论文
共 25 条
[1]   MEASURING AND MODELING CHLORINE PROPAGATION IN WATER DISTRIBUTION-SYSTEMS [J].
CLARK, RM ;
GRAYMAN, WM ;
GOODRICH, JA ;
DEININGER, RA ;
SKOV, K .
JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT-ASCE, 1994, 120 (06) :871-887
[2]   Sensitivity analysis of optimal operation of irrigation supply systems with water quality considerations [J].
Cohen, Dani ;
Shamir, Uri ;
Sinai, Gideon .
Irrigation and Drainage Systems, 2004, 18 (03) :227-253
[3]   Optimal operation of multi-quality water supply systems-I:: Introduction and the Q-C model [J].
Cohen, D ;
Shamir, U ;
Sinai, G .
ENGINEERING OPTIMIZATION, 2000, 32 (05) :549-584
[4]   Water quality aspects of optimal operation of rural water distribution systems for supply of irrigation and drinking water [J].
Cohen, D ;
Shamir, U ;
Sinai, G .
IRRIGATION AND DRAINAGE, 2004, 53 (04) :339-361
[5]   Optimal operation of multiquality water supply systems-III: The Q-C-H model [J].
Cohen, D ;
Shamir, U ;
Sinai, G .
ENGINEERING OPTIMIZATION, 2000, 33 (01) :1-35
[6]   Optimal operation of multi-quality water supply systems-II: The Q-H model [J].
Cohen, D ;
Shamir, U ;
Sinai, G .
ENGINEERING OPTIMIZATION, 2000, 32 (06) :687-719
[7]  
DALINS BZ, 1986, THESIS FACULTY AGR E
[8]  
HOFFMAN GJ, 1999, ASA MONOGRAPH, V38
[9]  
LETEY J, 1999, ASA MONOGRAPH, V38
[10]  
Maas E. V., 1977, Journal of the Irrigation and Drainage Division, American Society of Civil Engineers, V103, P115