Abstract

Scientific and effective operation control of the Middle Route of South-to-North Water Diversion Project (MRP) is crucial to ensure water conveyance safety. As the longest water transfer project in China, its operation is confronted with unprecedented difficulties since it is controlled by a large number of check gates and diversion gates, subject to multiple constraints, and has no online regulation reservoirs. No automatic control models have been successfully put into use yet. This paper firstly introduced an expanded downstream depth operation method, and then scheduled the delivery using the volume balance principle and chartography according to the possible combination of flow change of the check gate, water volume change of the pool and flow change of diversions. Next, an improved real-time control model was established on the basis of PI controller, and the models were integrated into an automatic system for daily operation. Finally, a case study was carried out. Results showed that water level variations could be controlled within the target interval (0.25 m), and users’ demands could be met five times more rapidly. In addition, the total times of check gate operation could be reduced almost two times. The findings could promote the intelligent operation of the MRP.

Highlights

  • Large water diversion projects are used worldwide to deliver water from water-rich areas to water-deficient areas

  • For the first three methods, the pivot point is located at the downstream end of the canal pool, the upstream end of the canal pool and near the midpoint of the canal pool, respectively

  • The constant volume method is used in the Central Arizona Project in U.S.A. to avoid mismatch of flows at the two ends of aqueducts [3,4], but is seldom used for long distance water diversion projects in China for its complexity and requirements for simultaneous operation of all pumps and check gates

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Summary

Introduction

Large water diversion projects are used worldwide to deliver water from water-rich areas to water-deficient areas. Reliable automatic operation of the diversion projects is important to ensure safety and improve efficiency of water conveyance [1]. The traditional operation methods include constant downstream depth, constant upstream depth, constant volume, and controlled volume method [2], based on the location in the canal pool at which the water depth remains constant (pivot point). The constant volume method is used in the Central Arizona Project in U.S.A. to avoid mismatch of flows at the two ends of aqueducts [3,4], but is seldom used for long distance water diversion projects in China for its complexity and requirements for simultaneous operation of all pumps and check gates. The scheduling of gate adjustments to meet anticipated water demand changes is described as feedforward control, which is open-loop. Water 2021, 13, 97 gate adjustments to meet anticipated water demand changes is described as feedforward control, which is open-loop. Fainnadllmy,oadcealspersotpuodsyeids.applied to verify the efficiency and reliability of the operation method and model proposed

Methods
Scheduling of Water Delivery
The Real-Time Automatic Control Model
Case Study
Study Area
Test Results and Discussion
Variations of Check Gate Openings
Variations of Water Level Upstream of Check Gates
Full Text
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