Algorithm for Canal Gate Operation to Maintain Steady Water Levels Under Abrupt Water Withdrawal-Reference-Cited by-同舟云学术

Algorithm for Canal Gate Operation to Maintain Steady Water Levels Under Abrupt Water Withdrawal

Published:2016-04-05 Issue:5 Volume:65 Page:741-749
ISSN:1531-0353
Container-title:Irrigation and Drainage
language:en
Short-container-title:Irrig. and Drain.

Author:

Shang Yizi¹²,Shang Ling³⁴

Affiliation:

1. State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin; China Institute of Water Resources and Hydropower Research; Beijing China

2. State Key Laboratory of Hydroscience and Engineering; Tsinghua University; Beijing China

3. School of Information Engineering; North China University of Water Conservancy and Electric Power; Zhengzhou China

4. Dahe Cluture and Finance Group; Nanjing China

Funder

National Natural Science Foundation of China

Open Research Fund of the State Key Laboratory of Hydroscience and Engineering

State Key Lab of Water Resources and Hydropower Engineering Science

CRSRI

China Institute of Water Resources and Hydropower Research

Publisher

Wiley

Subject

Soil Science,Agronomy and Crop Science

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/ird.1984/fullpdf

Reference22 articles.

1. General characteristics of solutions to the open channel flow, feedforward control problem;Bautista;Journal of Irrigation and Drainage Engineering,2002

2. Buyalski CP Serfozo EA 1979 Electronic Filter Level Offset (EL-FLO) plus Reset Equipment for Automatic Downstream Control of Canals

3. Canal control needs: example;Clemmens;Journal of Irrigation and Drainage Engineering,1994

4. Application of software for automatic canal management (SacMan) to the WM Lateral Canal;Clemmens;Journal of Irrigation and Drainage Engineering,2010

5. System identification of open water channels with undershot and overshot gates;Eurén;Control Engineering Practice,2007

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