حسنپور، ف. (1385)، "بررسی عملکرد آبگیرهای جانبی در حضور صفحات مستغرق مرکب و آستانه"، پایاننامه دکتری، دانشکده کشاورزی، دانشگاه تربیت مدرس.
شفاعی بجستان، م. و نظری، س. (1378)، "تأثیر زاویه انحراف آبگیر بر میزان رسوب ورودی به آبگیرهای جانبی در خم قائم رودخانه"، مجله علمی کشاورزی، دانشگاه شهید چمران اهواز، جلد 22 شماره 1.
کرمی مقدم، م.، شفاعی بجستان، م. و صدقی، ح. (1389)، "مطالعه آزمایشگاهی و عددی الگوی جریان در آبگیر 30 درجه منشعب از کانال ذوزنقهای"، مجله علوم و فنون کشاورزی و منابع طبیعی، دانشگاه صنعتی اصفهان، شماره 57
Abassi A., Ghodsian M., Habibi M., and Salehi Neishabouri A.A., (2002), Experimental Investigation on Sediment Control in Lateral Intake using Sill, proceeding of the 13th IAHR-APD Congress, Singapore, 1, pp. 230-233.
Barkdoll B.D. (1999). Sediment Control at Lateral Diversions: Limits and Enhancements to vane Use. Journal of Hydraulic Engineering. ASCE. 125(8), PP.826-870.
Grace, J. L., and Priest, M. S. (1958). “Division of flow in open channel junctions.” Bulletin. 31, Engineering experimental Station, Alabama, Polytechnic Institute, Auburn, Ala.
Hager, W. H. (1984). An approximate treatment of flow in branches and bends. Proc., Instn. Mech, Engrs., 198C (4), 63–69.
Hager, W. H. (1992). “Discussion of ‘Dividing flow in open channels’ by A. S. Ramamurthy, D. M. Tran, and L. B. Carballada.” J. Hydraul.Eng., 118(4), PP. 634–637.
Huang, J., Weber, L. J., and Lai, Y. G. (2002). Three-dimensional numerical study of flows in open-channel junctions. J. Hydraul. Eng., 128(3), PP. 268–280.
Karami Moghadam, M. and Keshavarzi, A. (2009), An optimized water intake with the presence of submerged vane in irrigation canals, J. Irrigation and Drainage.
Law, S. W., and Reynolds, A. J. (1966). Dividing flow in an open channel. J. Hydr. Div., 92(2), PP. 4730–4736.
Murota, A. (1958). On the flow characteristics of a channel with a distributory. Technology Reports of the Osaka University, 6(198).
Neary, V. S. and Odgaard, A.J. (1993). Three-Dimensional Flow Structure at Open-Channel Diversions. Journal of Hydraulic Engineering. ASCE. 119(11), PP. 1223-1230.
Neary, V. S., Sotiropoulos, F., and Odgaard, A. J. (1999). Threedimensional numerical model of lateral-intake inflows. J. Hydraul.Eng., 125(2), PP. 126–140.
Novak P., Moffat A., and Nalluri C. (1990). Hydraulic Structures, Pitman, London, PP. 546
Ramamurthy A. S., Qu. Junying and Vo. Diep. 2007. Numerical and Experimental Study of Dividing Numerical and Experimental Study of Dividing. Journal of Hydraulic Engineering, ASCE, 133 (10), PP. 1135-1144.
Raudkivi, A. J. (1993). Sedimentation, Exclusion and Removal of Sediment from Diverted Water. IAHR. AIRH. Hydraulic Structures.
Razvan E. (1989). River Intake and Diversion Dams. Elsevier Science Publishing Company Inc. New York, NY. 10010, U.S.A.
Schoklitsch A. (1937). Hydraulic Structures, Vol. 2, Translated by S. Shulits, American Society of mechanical Engineers, New York, N.Y., pp. 722- 751.
Tanaka, K. (1957). The improvement of the inlet of the Power Canal., Transactions of the Seventh General Meeting of I.A.H.R., 1, PP.17.
Taylor, E. (1944). Flow characteristics at rectangular open channel junctions. Trans.,ASCE, 109, PP. 893-912.
Thomson, M. (1949). Theoretical hydrodynamics, McMillan and Co. Ltd.
Weber, L. J., Schumate, E. D., and Mawer, N. (2001). “Experiments on flow at a 90° open-channel junction.” J. Hydraul. Eng., 127(5), PP. 340–350.
Yang, F., Chen, H. and Guo, J. (2009). Study on “Diversion Angle Effect” of Lateral Intake Flow. 13th IAHR Congress, Vancouver, Canada.