بررسی آزمایشگاهی دریچه آویخته به عنوان سازه اندازه گیری جریان در کانال دایره ای روباز برای رژیم جریان آزاد

Soil conservation service. (1973). Drainage of Agricultural Land. US Department of Agriculture. Pub. Water Information Center, New York.

ARMCO., Canada Ltd. (1978). Armco Water Control Gates-Catalogue. P.O. Box 3000, Guelph, Ontario, Canada.

Burrows R. and Ali K.H.M. (1997). Flow estimation from flap–gate monitoring. Journal of Institution of Water and Environmental Management (U.K.) 11(5): 346–356.

Graaff B. (1998).  Stability analysis of the Vlugter gate. The Thesis Master of Science Degree in Geosciences. The University of Technology, Faculty of Civil Engineering and Geosciences, Delft, the Netherlands.

Raemy F. and Hager W.H. (1998). Hydraulic level control by hinged flap gate. Proc. Inst. Civil Eng. Water Maritime and Energy, 130: 95–103.

Ferro V. (2000). Simultaneous flow over and under a gate. Journal of irrigation and drainage engineering.190-193.

Burt C.M., Angold R., Lehmkuhl M., and Styles S. (2001). Flap gate design for automatic upstream water level control. Journal of Irrigation and Drainage Eng. 127(2): 84–91.

Replogle J. A. and Wahlin B. T. (2003). head loss characteristics of flap Gates at the ends of drainpipes. American Society of Agricultural Engineers ISSN. 0001-2351.

Litrico X., Belaud G., Baume J.P. and Jose R.B. (2005). Hydraulic Modeling of an Automatic upstream water-level control gate. Journal of irrigation and drainage engineering. 131(2): 176-189.

Vatankhah A.R., Easa S.M. (2011). Explicit solutions for critical and normal depths in channels with different shapes. Flow Measurement and Instrumentation. 43- 49.