Equitable Water Distribution in Main Irrigation Canals with Constrained Water Supply

被引:32
|
作者
Shahdany, S. M. Hashemy [1 ]
Maestre, J. M. [2 ]
van Overloop, P. J. [3 ]
机构
[1] Univ Tehran, Dept Irrigat & Drainage, Tehran, Iran
[2] Univ Seville Escuela, Dept Automat & Syst Engn, Seville, Spain
[3] Delft Univ Technol, CITG, Delft, Netherlands
关键词
Canal automation; Model predictive control; Water level difference error; Fair water distribution; MODEL-PREDICTIVE CONTROL; PERFORMANCE; OPERATION; DESIGN;
D O I
10.1007/s11269-015-1000-4
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this study a novel configuration of the Water Level Difference Error method is introduced to speed up the error sharing in the context of Model Predictive Control (MPC). The potential application of the controller is examined. The main objective of this controller is fair distribution of water between upstream and downstream users in main canals suffering from water shortages. The scheme uses the Integrator-Delay (ID) model for canal pool responses in a model predictive controller. The designed controller is tested on an accurate simulation model of a large canal system, using four test scenarios. The scenarios suffer from limited water supply conditions that are imposed by a limitation on the canal inflow. The results show fast reactions in equitable sharing of water level deviations from target throughout the canal. Since, all the pools are involved in optimally managing the water shortage, significant improvements in operational performance of the canal are achieved. In addition, the operational performance of the designed controller is remarkably improved by applying a new strategy of target-bands instead of target-levels in the canal pools as it increases the flexibility of the controller in making appropriate decisions.
引用
收藏
页码:3315 / 3328
页数:14
相关论文
共 50 条
  • [1] Equitable Water Distribution in Main Irrigation Canals with Constrained Water Supply
    S. M. Hashemy Shahdany
    J. M. Maestre
    P. J. van Overloop
    [J]. Water Resources Management, 2015, 29 : 3315 - 3328
  • [2] Automation of water distribution management during the reconstruction of main irrigation canals
    Tkachev, A. A.
    Ivanenko, Yu G.
    Zarubin, V. V.
    Olgarenko, I. V.
    [J]. INTERNATIONAL WORKSHOP ADVANCED TECHNOLOGIES IN MATERIAL SCIENCE, MECHANICAL AND AUTOMATION ENGINEERING - MIP: ENGINEERING - 2019, 2019, 537
  • [3] Reynolds equations and water distribution in irrigation canals
    Ramirez-Luna, Javier
    Mercado-Escalante, Roberto
    Perea-Estrada, Hugo
    Olvera-Aranzolo, Ernesto
    Ruiz-Carmona, Victor
    Iniguez-Covarrubias, Mauro
    [J]. INGENIERIA HIDRAULICA EN MEXICO, 2009, 24 (03): : 121 - 130
  • [4] Design of Water Distribution Network for Equitable Supply
    Jacob Chandapillai
    K. P. Sudheer
    S. Saseendran
    [J]. Water Resources Management, 2012, 26 : 391 - 406
  • [5] Design of Water Distribution Network for Equitable Supply
    Chandapillai, Jacob
    Sudheer, K. P.
    Saseendran, S.
    [J]. WATER RESOURCES MANAGEMENT, 2012, 26 (02) : 391 - 406
  • [6] VARIABLE-TIME MODEL FOR EQUITABLE IRRIGATION WATER DISTRIBUTION
    SHARMA, DN
    OAD, R
    [J]. AGRICULTURAL WATER MANAGEMENT, 1990, 17 (04) : 367 - 377
  • [7] Remodelling and Rehabilitation of Irrigation Outlets in Water Distribution of Canals in Punjab, Pakistan
    Ahmed, Talat Farid
    Hashmi, Hashim Nisar
    Sheikh, Ashfaq Ahmed
    Khan, Muhammad Attiqullah
    Afzal, Muhammad Azeem
    [J]. MEHRAN UNIVERSITY RESEARCH JOURNAL OF ENGINEERING AND TECHNOLOGY, 2022, 41 (01) : 135 - 145
  • [8] WATER LOSSES FROM IRRIGATION CANALS
    WACHYAN, E
    RUSHTON, KR
    [J]. JOURNAL OF HYDROLOGY, 1987, 92 (3-4) : 275 - 288
  • [9] REGULATION AND MANAGEMENT OF WATER IN IRRIGATION CANALS AND WATER SAVING IRRIGATION METHODS AND TECHNOLOGIES
    VORON, B
    [J]. HOUILLE BLANCHE-REVUE INTERNATIONALE DE L EAU, 1995, 50 (04): : 72 - 81
  • [10] Promoting equitable water distribution system from Melamchi Water Supply Project in Kathmandu Valley
    Ayadi, D. P.
    Rai, A.
    Pandey, A.
    [J]. WATER SUPPLY, 2020, 20 (08) : 2964 - 2970