ابریشمی، جلیل؛ سید محمود حسینی (1377). هیدرولیک کانالهای باز، آستان قدس رضوی، مشهد.
جباری، ایرج (1396). ژئومورفولوژی: ساختمان، فرایند و زمینریختها، سمت، تهران.
چارلتون، رو (1396). مبانی ژئومورفولوژی رودخانهای، ترجمه: مهدی ثقفی و محمدحسین رضاییمقدم. سمت. تهران.
قبادیان، رسول؛ سارا قنبری (1394). بررسی تأثیر انحنای مجرای فرعی بر الگوی جریان در تلاقی90 درجه مجاری روباز با استفاده از مدل عددی دو بُعدی SRH-2D، چهاردهمین کنفرانس ملی هیدرولیک ایران. دانشگاه سیستان و بلوچستان. زاهدان.
قبادیان، رسول؛ محمود شفاعیبجستان؛ سیدحبیب موسویجهرمی (1385). بررسی آزمایشگاهی جداشدگی جریان در محل تلاقی رودخانهها برای شرایط جریان زیربحرانی، نشریۀ تحقیقات منابع آب ایران. دورۀ 2. شمارۀ 2. صفحات 77-67.
مرادی، مهرداد؛ رسول قبادیان (1393). شبیهسازی دو بُعدی الگوی جریان در قوس 180 درجه یکنواخت با استفاده از مدلSRH-2D ، چهارمین همایش ملی مدیریت جامع منابع آب. دانشگاه شهید باهنر. کرمان.
References
Ashmore, P.E., Ferguson, R.I., Prestegaard, K.L., Ashworth, P.J., Paola, C (1992). Secondary flow in anabranch confluences of a braided, gravel-bed stream. Earth Surf. Process. Landf. 17 (3), 299-311.
Best J. L. (1988). "Sediment transport and bed morphology at river channel confluences". Sedimentology, 35,3, 481-498.
Best, J.L, (1987). Flow dynamics at river channel confluences: implications for sediment transport and bed morphology. In: Ethridge, F.G., Flores, R.M., Harvey, M. D. (Eds.), Recent Developments in Fluvial Sedimentology, Special Publication 39.Society of Economic Paleontologists and Mineralogists, Tulsa, oK, 27-35.
Best, J.L., Reid, I (1984). Separation zone at open-channel junctions. J. Hydraul. Eng. 110(11), 1588-1594.
https://doi.org/10.1061/(ASCE)0733-9429(1984)110:11(1588)
Best, J. L., Roy, A.G (1991). Mixing layer distortion at the confluence of channels of different depth. Nature 350 (6317), 411-413.
https://doi.org/10.1038/350411a0
Biron, P., Best, J. L., Roy, A. G (1996). Effects of bed discordance on flow dynamics at open channel confluences. Journal of Hydraulic Engineering122(12), 676-682.
Biron, P., Ramamurthy, A.S., Han, S (2004). Three-dimensional numerical modeling of mixing at river confluences. J. Hydraul. Eng. ASCE 130 (3), 243-253.
Biron, P., Roy, A.G., Best, J.L., Boyer, C.J (1993). Bed morphology and sedimentology at the confluence of unequal depth channels. Geomorphology 8, 115-129.
Biron, P.M., Lane, S.N (2008). Modelling hydraulics and sediment transport at river confluence. In: Rice, S.P., Roy, A., Rhoads, B.L. (Eds.), River Confluences, Tributaries and the Fluvial Network. John Wiley and Sons Ltd, The Atrium, Southern Gate, Chichester, West Sussex PO198SQ, England, 17-37.
https://doi.org/10.1002/9780470760383.ch3
Borghei, S. M., and A. Jabbari Sahebari (2010). "Local scour at open-channel junctions", Journal of Hydraulic Research, 48, 538-542.
Bradbrook, K.F., Lane, S.N., Richards, K.S., Biron, P., Roy, A.G (2001). Role of bed discordance at asymmetrical river confluences. J. Hydraul. Eng. ASCE 127 (5), 351-368.
https://doi.org/10.1061/(ASCE)0733-9429(2001)127:5(351)
Bradbrook, K.F., Lane, S.N., Richards, K.S., Biron, P.M., Roy, A.G (2000). Large eddy simulation of periodic flow characteristics at river channel confluences. J. Hydraul. Res. 38(3), 207-215.
Chen K. L., Feng M. Q. Zhang T (2018). Experimental study on Flow field in Intersection of open channel based on PIV Technology. Journal of Hydroelectric Engineering 37(11), 43-55.(in Chinese)
Constantinescu, G., Miyawaki, S., Rhoads, B., Sukhodolov, A (2016). Influence of planform geometry and momentum ratio on thermal mixing at a stream confluence with a concordant bed. Environ. Fluid Mech. 16 (4), 845-873.
Chow, V.T (1959). Open channel hydraulics. Mc Graw-Hill Press, Michigan, 680.
Herrero, H. S.; Lozarda, J. M. D.; Garcia, C. M.; Szupiny, R. N.; Best, J.; Pagot, M (2018). The influence of tributary flow density differences on the hydrodynamic behavior of a confluent meander bend and implications for flow mixing. Geomorphology, V.304, 99-112.
https://doi.org/10.1016/j.geomorph.2017.12.025
Moges, EM (2010). Evaluation of sediment transport equations and parameter sensitivity analysis using the SRH-2D Model”, PhD Thesis, Universität Stuttgart.
Mosley, M.P (1976). An experimental study of channel confluences. J. Geol., 84,535-562.
Penna, N.; De Marchis, M.; Canelas, O. B.; Napoli, E.; Cardoso, A. H.; Gaudio, R (2018). Effect of the Junction Angle on Turbulent Flow at a Hydraulic Confluence. Water, V. 10, N. 4.
Rahul, J. L (1995). Modeling non-uniform-sediment fluvial process by characteristics method. J. Hydraul. Engin. ASCE. 2: 159-170.
Rhoads, B. L., Johnson, K. K (2018). Three-dimensional flow structure, morphodynamics, suspended sediment, and thermal mixing at an asymmetrical river confluence of a straight tributary and curving main channel. Geomorphology 323, 51-69.
Strickler M (1923). Contributions to the question of speed formula and the roughness pay for current channels and closed lines, Messages of the world Office for water management, Bern, Switzerland. N. 16 (in German).
Taylor, E. H (1944). "Flow characteristics at rectangular open-channel junction. Journal of Hydraulic Engineering", ASCE, 109:893-912.
Tong-Huan, L., Yi-Kui, W., Xie-Kang, W., Huan-Feng, D., Xu-Feng, Y (2020). Morphological environment survey and hydrodynamic modeling of a large bifurcation-confluence complex in Yangtze River, China, Science of The Total Environment,Volume 737, 1-16.
Tolosa, H. G (2008). Comparison of 2D hydrodynamic models in river reaches of ecological importance: hydro-AS -2D and SRH-2D. Institut für Wasserbau, Universität Stuttgart, Stuttgart.
Weber, L.J., Schumate, E.D. and Mawer, N (2001). Experimentals on flow at a 900 open channel Junction. J. Hydr. Engrg. ASCE, 127, 340- 350.
Yong G. Lai and Blair P. Greimann (2007). Numerical modeling of alternate bar formation downstream of a dike. ASCE world environmental and water resources congress, tampa, florida, May 15-19.
Zhang, Y. F., Wang, P., Wu, B. S., Hou, S. Z (2015). An experimental study of fluvial processes at asymmetrical river confluences with hyperconcentrated tributary flows. Geomorphology, 230, 26-36.