Conclusions
Changes in the operating regimes of pumping stations substantially affect dynamic processes in the canals of irrigation systems and lead to intense fluctuations of the levels and discharges. The experimental characteristics of transient processes in the pools of canals obtained correspond to the results of numerical calculations on a computer and obey mathematical modeling laws.
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Literature cited
M. S. Grushevskii, Unsteady Flow in Riverland Canals [in Russian], Gidrometeoizdat, Leningrad (1982).
A. B. Maslov and A. V. Demisov, “Device for hydraulic investigations of the structures of large pumping stations,” Ékspress. Inf. TsBNTI, Ser. 9, No. 7 (1987).
V. A. Rozhnov, A. B. Maslov, and R. M. Tyumenev, Improvement of Water Distribution on Open Machine-Lift Irrigation Systems [in Russian], Ilim, Frunze (1989).
Additional information
Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 7, pp. 14–17, July, 1990.
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Maslov, A.B., Ablyazov, N.R. Transient processes in canals with pumping stations. Hydrotechnical Construction 24, 437–441 (1990). https://doi.org/10.1007/BF01435421
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DOI: https://doi.org/10.1007/BF01435421