زاهدی خامنه، ح.، خداشناس، س.، اکبر زاده، م. و اسماعیلی، ک. 1393. تأثیر افزایش طول مؤثر بر مشخصات هیدرولیکی و ضریب تخلیه سرریز جانبی. نشریه مهندسی عمران فردوسی. 26 (1): 25-38.
ساغری، ا.، صانعی، م. و حسینی، خ. 1398. مطالعه آزمایشگاهی تیپهای مختلف سرریز جانبی کلید پیانویی ذوزنقهای، نشریه آبیاری و آب ایران، دوره 10، شماره 2، ص 30-40.
ولایتی، ف. و وطنخواه، ع. 1398. محاسبه بده سرریز جانبی لبه پهن ذوزنقهای در رژیم جریان زیربحرانی بر اساس تئوری جریان متغیر مکانی، نشریه تحقیقات مهندسی سازههای آبیاری و زهکشی. 20 (74): 1-12.
هنر، ت. و مظلومی شهرکی، ص. 1393. تحلیل ضریب دبی سرریزهای جانبی استوانهای و نیم استوانهای در جریانهای زیربحرانی، نشریه علوم آب و خاک. 18 (69): 149-141.
Allahdadi, K., Ansari-Ghojghar, M., Zeinali, M. and Parsi, E. 2020. Predicting the Discharge coefficient of Arched Piano Key with a Trapezoidal Cross Section. Iranian Journal of Soil and Water Research. DOI: 10.22059/IJSWR.2020.309833.668733. (In Persian)
Allahdadi, K., Ansari-Ghojghar, M., Parsi, E. and Behdarvandi-Askar, M., 2020. Evaluation of a New Method for Calculating Discharge in Oblique Linear Weirs Iranian Journal of Soil and Water Research. DOI: 10.22059/IJSWR.2020.312976.668788. (In Persian)
Allen J. W. 1957. “The discharge of water over side weirs in circular pipes.” ICE Proc. 6(2): 270–287.
Bijankhan, M. and Ferro, V. 2018. Experimental Study and Numerical Simulation of Inclined Rectangular Weirs. Journal of Irriggation and. Drainage Engineering. 144(7): 04018012.
Borghei M., Jalili, M., R., Ghodsian, M. 1999. “Discharge coefficientfor sharp-crested side weir in subcritical flow.” Journal of Hydraulic Engineering. 125(10): 1051–1056.
Cheong, H. 1991. Discharge coefcient of sidediversion from trapezoidal channel. Journal of Irriggation and. Drainage Engineering. 117(4):461–475.
Chong, H. 1991. Discharge coefficient of sidediversion from trapezoidal channel. Journal of Irriggation and. Drainage Engineering. 117(4), 461–475.
De Marchi, G. 1934. Saggio di teoria Del funzionamento deglistramazzi laterali. L’Energia Elettrica. 11(11): 849–860 (in Italian).
El-Khashab, A. and Smith, K. V. H. (1976). “Experimental investigation of flow over side weirs.” Journal of the Hydraulics Division. 102(9): 1255–1268.
Emiroglu, M.E., Kaya, N., Agaccioglu, H. 2010. Discharge capacity oflabyrinth side weir located on a straight channel. ASCE J IrrigDrain Eng 136(1):37–46.
Ferro, V. 2000. Simultaneous Flow Over and Under a Gate. Journal of Irriggation and. Drainage Engineering. 126: 190-193.
Ghodsian M. 1997. Elementary discharge coefficient for rectangular side weir, P 36-42. In: 4th Int. Conf. on Civil Engineering, Tehran.
Hager W. H. 2010. Discussion of ‘Flow over side weir in circular channels. Journal of Hydraulic Engineering. 113(5): 685–688.
Hager, W.H. 1982. Die Hydraulik von Verteilkanaelen (in German).Teil 1-2, Mitteilung Nr.55 56, Versuchanstalt fur Wasserbau,Hydrologie und Glaziologie, ETh, Zurich
Jalili, M., Borghei, S.M. 1996. Discussion discharge coefcient of rectangular side weirs. ASCE Journal of Irriggation and. Drainage Engineering. 122(4): 132.
Nandesamoorthy, T., Thomson, A. 1972. Discussion of spatially varied fow over side weir. ASCE Journal of the Hydraulics Division. 98(12): 2234–2235.
Parsi, E., Allahdadi, K., Bahrebar, A.R., Farhadi, R. 2020. Effect of downstream contraction on side weirs discharge. Iranian Journal of Irrigation and Drainage. (In Persian)
Parsi, E. M., Zeinali, M., Allahdadi, K., Ansari-Ghojghar, 2020. Prediction of Discharge for Arced Labyrinth Weirs with Trapezoidal Cross Section. Journal of Hydraulic. (In Persian)
Raju, K. G. R., Gupta, S. K., and Parasad, B. 1979. Side weir in rectangular channel. Journal of the Hydraulics Division. 105(5), 547–554.
Ramamurthy, A. S., Zhu, W., VO, D. 1995. Rectangular SideWeirs in Circular Open Channels. Journal of Hydraulic Engineering, Volume 121 Issue 8.
RangaRaju, K.G., Prasad. B., Gupta, S.K. 1979. Side weir in rectangular channel. Journal of the Hydraulics Division. 105(5): 547–554.
Singh, R., Manivannan, D., Satyanarayana, T.e. 1994. Discharge coefcientof rectangular side-weirs. Journal of Irriggation and. Drainage Engineering. 120(4):814–819.
Shahrokhnia, M. A. and Javan, M. 2006. Dimensionless Stage–Discharge Relationship in Radial Gates. Journal of Irriggation and. Drainage Engineering. 132: 180-184.
Subramanya. K., Awasthy.S.C. 1972 .Spatially varied fow over sideweirs. Journal of the Hydraulics Division. 98(1): 1–10.
Swamee, P.K., Pathak, S.K., Mohan, M., Agrawal, S.K., and Ali, M.S. 1994. Subcritical flow over rectangular side weir. Journal of Irrigation and Drainage Engineering. 120(1): 212–217. doi:10.1061/(ASCE)0733-9437(1994)120:1(212).
Uyumaz A. and Muslu, Y. 1987. Flow over side weirs in circular channels. Journal of Hydraulic Engineering. 113(5), 688–690.
Yu-Tech, L. 1972. Discussion of spatially varied fow over side weir.ASCE Journal of the Hydraulics Division. 98(11): 2046–2048.
Yumaz. A., Danandeh Mehr, A., Kahya, E., Erdem, H. 2014. Rectangular side weir discharage coefficient estimation in circular channels using linear genetic programming approachn, Journal of Hydroinformatics. 1318-1333.