ارزیابی روشی جدید جهت محاسبه دبی عبوری در سرریزهای خطی مورب

Aichel, O.G. (1953). Discharge ratio for oblique weirs. Zeitschrift des Vereins Deutscher Ingenieure. 95 (1), 26–27 (in German)

Aya, M & Mansour, T. (2018). Discharge coefficient of oblique sharp crested weir for free andsubmerged flow using trained ANN modelMd. Water Science, Volume 32, 2018 - Issue 2.

Borghei, S.M. Vatannia, Z. Ghodsian, M. Jalili, M.R. (2003). Oblique rectangular sharp-crested weir. Water Marit. Eng. 156 (WM2), 185–191.

Borghei, S.M. Kabiri-Samani, A.R. Nekoee, N. (2006). Oblique weir equation using incomplete self-similarity. Can. J. Civ. Eng. Vol. 33.

Brater, E.F. & King, H.W. (1976). Handbook of Hydraulics, sixth ed. McGraw-Hill, New York.Emiroglu,

Bos, M.G. (1976). Discharge measurement structure. International Institute for Land Reclamation and Improvement, Wagemingen. the Nederland’s.

Hager, W.H. (1994). Broad crested weir. Journal of Irrigation and Drainage Engineering. volume 120, No.1, January/February 1994.

Mansoor, T. (1999). Study of skew weirs and sluice gates. PhD Thesis. Univ. of Roorkee. India

Mohammed, A. Y. and Golijanek-Jendrzejczyk, A. (2020). Estimating the uncertainty of discharge coefficient predicted for oblique side weir using Monte Carlo method. Flow Measurement and Instrumentation. Volume 73, 101727.

Mohammed, A. Y. and Sharifi, A. (2020). Gene Expression Programming (GEP) to predict coefficient of discharge for oblique side weir. Applied Water Science. 10:145.

Muhammad, M. M. Ismail, A. Otun J. A. and Adie D.B. (2015). Modelling of Flow Over Oblique Compound Crested Weirs. Project: Hydraulic modelling of flow resistance in bio-engineered channels.

Swamee, P.K. Ojha, C.S.P. Mansoor, T., (2011). Discharge characteristics of skew weirs. J. Hydraul. Res. 49 (6), 818–820 Samuel Egnew Tingey, Discharge Coefficients of Oblique Weirs, Utah State University MASTER OF SCIENCE.

Shafai Bajestan, M. (2011), Basic Concepts and Applications of Physical-Hydraulic Modeling Shahid chamran University, Iran, 328P.

Ramamurthy, A.S. Tim, U.S. Rao, M.J. (1987). Flow over sharp-crested plate weirs", Journal of Irrigation and Drainage Engineering, ASCE, 113(2), pp. 163-172.

Tullis, J.P., Amanian, N. and Waldron, D. (1995). Design of Labyrinth Weir Spillways. Journal of Hydraulic Engineering, (ASCE), 121(3): 247-255.

Tuyen, N.B. (2006). Flow Over Oblique Weirs. M.Sc. Thesis. Delft University of Technology. Delft, the Netherlands.

Vries, M.D., (1959). Report WL, Delft Hydraulics, In Dutch.

Zaji, A. H. Bonakdari, H. Shamshirband, Sh. (2016). Support vector regression for modified oblique side weirs discharge coefficient prediction. Flow Measurement and Instrumentation. DOI: 10.1016/j.flowmeasinst.2016.08.006.

Zakwan, M. & Iqbal Khan. (2020). Estimation of Discharge coefficient for side weirs. Water and Energy International. 62(11):71-74.