[1] Buyalski C P,Falvey H T,Rogers D S.Canal systems automation manual Volume I[M].Denver Colo:US Bureau of Reclamation,1991.
[2] Ploss L.Canal automation using the electronic filer level offset (EL-FLE) method[A].Planning,operation,rehabilitation,and automation of irrigation water delivery systems[C].edited by Zimbelman,New York:ASCE,1987.
[3] Chevereau G,Schwartz-benezeth S.BIVAL system for downstream control[A].Planning,operation,rehabilitation,and automation of irrigation water delivery systems[C].edited by Zimbelman,New York:ASCE,1987.
[4] David C,Rogers,Jean Goussard.Canal control algorithms currently in use[J].Journal of Irrigation and Drainage Engineering,1998,124(1):11-15.
[5] Harald D,Frederiksen.Design of California Aqueduct[J].Journal of Irrigation and Drainage Engineering,1968,95(IR2):307-328.
[6] Balogun,Hubbard.Automatic Control flow using linear quadratic regulator theory[J].Journal of Hydraulic Engineering,1988,114(1):75-101.
[7] Jean-Lue Deltour,Franck Sanfilippo.Introduction of Smith Prediction into Dynamic Regulation[J].Journal of Irrigation and Drainage Engineering,1998,124(1):11-15.
[8] Dewey H G,Madsen W B.Flow control and transients in the California Aqueduct[J].Journal of Irrigation and Drainage Engineering,1976,102(IR3):335-348.
[9] 林延江,陆昌甫,朱光熙,等,水利土木工程系统分析方法[M].北京:水利电力出版社,1983.