حسینزاده، ز.، منعم،ج. و کوچک زاده، ص. 1389. تعیین آزمایشگاهی ضریب دبی سرریز لولایی خودکار. سومین همایش ملی مدیریت شبکههای آبیاری و زهکشی.
شیخ رضازاده نیکو، ن.، منعم،ج. و صفوی، خ. 1392). استخراج معادله جریان آزاد و تعیین ضرائب مربوط درسرریزهایلولایی با فشردگیهای جانبی مختلف. دوازدهمین کنفرانس هیدرولیکایران.
یاسی، م. 1390. درسنامه مدلهای فیزیکی و هیدرولیکی. دانشگاه ارومیه.
Arvanaghi,H., Naderi,V., Azimi,V and Salmasi,F. 2014. Determination of discharge coefficient in inclined rectangular sharp-crested weirs using experimental and numerical simulation.Journal of current research in science.2.3: 401-406.
Borghei, S., Vatannia,Z., Ghodsian,M and Jalili,M. 2003. Oblique rectangular sharp-crested weir, Proceedings of the ICE-Water and Maritime Engineering.156: 185-191.
Wahlin, B.T and Replogle,J.A. 1994. Flow Measurement Using an Overshot Gate. United States Department of the Interior Bureau of Reclamation, Standard from 208 (Rev. 2-80) R&M b ANSl Sd. m-111, pp. 298-102.
U.S. Department of the Interior Bureau of Reclamation. 2001. Water measurement manual. ‹www.usbr.gov/pmts/hydraulics_lab/pubs/wmm›(Aug. 2, 2012).
Rehbock, T.1929. Discussion of precise weir measurements by EW Schoder and KB Turner, ASCE. vol. 93, pp. 1143-1162.
Villemonte,J.R. 1947. Submerged weir discharge studies, Engineering News-Record.139:866-69.
Kindsvater,C.E and Carter,R.W. 1957. Discharge characteristics of rectangular thin-plate weirs.Journal of the Hydraulics Division. 83: 1-36.
Ramamurthy,A.S., Tim,U.S and Rao,M. 1987. Flow over sharp-crested plate weirs, Journal of Irrigation and Drainage Engineering, ASCE 113 (2), pp. 163-172.
Bos, M. G. 1976. Discharge measurement structures. NASA STI/Recon Technical Report N, 78, 31395.
Brater, E.F., and King, H.W. (1976). “Handbook of Hydraulics.”, 6th ed. McGraw-Hili, New York. 584pp.
SheshaPrakash, M.N. and Shivapur, A.V. 2004, “Generalized Head-Discharge Equation for Flow over Sharp Crested Inclined Inverted V-Notch”, Journal of Irrigation and Drainage Engineering Division, ASCE, Vol. 130 (4), Aug. 2004, pp 325-330.
Hulsing, H. (1967). “Measurement of peak discharge at dams by indirect method.”, U.S. Geol. Survey Techniques Water- Resources Inv., Vol.3, chap. A5, pp. 29.
Henderson,F.M. 1966. Open Channel Flow, Prentice-Hall Inc.http://www.scribd.com/doc/136483721/Open-Channel-Flow-Henderson#scribd›
ISO (1980). International Organization of Standards. ISO 1438/1-1980(E). Water flow measurement in open channels using weirs and venturi flumes - Part 1: Thin plate weirs. Available from Global Engineering Documents at http://global.ihs.com
Novak,P and Cabelka,J.1981. Models in Hydraulic Engineering: Physical Principles and Design Applications, Pitman Advanced Publishing, Inc. Boston/London/Melbourne, 460 pp.
Karunanithi,N., Grenney,W.J., Whitley, D and Bovee,K. 1994. Neural networks for river flow prediction, Journal of Computing in Civil Engineering.8: 201-220.
Wu,S., and Rajaratnam,N. 1996. Submerged flow regimes of rectangular sharp-crested weirs. Journal ofHydrologyEngeering, ASCE. 122.7: 412-414.