بررسی تأثیر شیب هم‌زمان وجه‌های بالادست و پایین‌دست بر عملکرد هیدرولیکی سرریز کنگره‌ای مستطیلی

1.Amanian, N. 1987. Performance of and design of labyrinth spillways. M.Sc. thesis, Utah State Univercity. Logan. Utah.

2.Anderson, R.M. 2011. Piano key Weir Head Discharge Relationships. All Graduate Theses and Dissertations, University of UtahState. 80p.

3.Azimi, A.H., Rajaratnam, N., and David, Z.Zh. 2013. Discharge Characteristics of Weirs of Finite Crest Length with Upstream and Downstream Ramps. J. Irrig. Drain. Eng. 139: 1. 75-83.

4.Cassidy, J.J., Gardner, C.A., and Peacok, R.T. 1985. Boardman labyrinth crest. J. Hyd. Eng. ASCE. 111: 3. 247-255.

5.Chanson, H. 2009. Discussion of Hydraulics of Broad-Crested Weirs with Varying Side Slopes. J. Irrig. Drain. Eng. ASCE. 136: 7. 508-509.

6.Crookston, B.M., and Tullis, B.P. 2012. Labyrinth weirs: nappe interference and local submergence. J. Irrig. Drain. Eng. ASCE. 138: 8. 757-765.

7.Darvas, L.A. 1971. Performance and design of labyrinth weirs. J. Hydr. Div. ASCE.
97: 8. 1246-1251.

8.Fritz, H.M., and Hager, W.H. 1998. Hydraulics of embankment weirs. J. Hydr. Eng.
124: 9. 963-971.

9.Falvey, H.T. 2003. Hydraulic Design of Labyrinth Weirs. ASCE Press. Pub., Virginia, USA.

10.Farhudi, J., Goudarzi, E., and Shokri, N. 2007. Investigation of upstream Slop on flow condition and discharge efficiency of broad-crest weir. Iranian Hydraulic Conference, Shahrekord, Iran. (In Persian) 

11.Hay, N., and Taylor, G. 1970. Performance and design of labyrinth weirs. J. Hydr. Div. ASCE. 96: 2. 2337-2357.

12.Kumara, S., Ahmada, Z., and Mansoorb, T. 2011. A new approach to improve the discharging capacity of sharp-crested triangular plan form weirs. Flow Measurement and Instrumentation. 22: 175-180.

13.Lux, F., and Hinchliff, D.L. 1985. Design and construction of labyrinth spillway.
15^th Congress of ICOLD. Lausanne. Switzerland, Pp: 249-274.  

 

14.Mirnaseri, M. 2013. Investigation of combined flow over rectangular labyrinth weir and under gates with different plans. M.Sc. Thesis, University of Sari, 79p. (In Persian) 

15.Novak, P., Guinott, V., Jeffrey, A., and Reeve, D.E. 2010. Hydraulic modeling an introduction. Spon Prees, New York, USA.  

16.Rezaee, M. 2013. Rectangular Labyrinth Weir Head-Discharge Relationship. M.Sc. Thesis, University of Sari, 60p. (In Persian)

17.Sadeghian, H., and Barghei, M. 2008. Increase efficiency of lateral weirs with upstream and downstream ramps' slope. National Congress of Civil Engineering, Tehran, Iran. (In Persian)

18.Sargison, J., and Percy, A. 2009. Hydraulics of Broad-Crested Weirs with Varying Side Slopes. J. Irrig. Drain. Eng. 135: 1. 115-118.

19.Taylor, G. 1968. The performance of Labyrinth weir. Thesis presented to university of Nottingham. England.

20.Tullis, J.P., Amanian, N., and Waldron, D. 1995. Design of Labyrinth Spillways. J. Hydr. Eng. ASCE. 121: 3. 247-255.

21.Tullis, J.P., Willmore, C.M., and Wolfhope, J.S. 2005. Improving performance of lowhead labyrinth weirs. Proc. of the 2005 World Water and Environmental Resources Congress. May 15-19. Anchorage, Alaska. 

22.Tullis, J.P., Youngand, J.C., and Chandler, M.A. 2007. Head-discharge relationship for submerged Labyrinth weir. J. Eng. ASCE. 133: 3. 248-254.