بررسی آزمایشگاهی ضریب آبگذری سازه سرریز-دریچه مرکب قوسی

1.Asthana, K.C., Syed Tahir, H., and Syed, Y. 1961. Flow over curved weirs. Water and Energy International, 18: 8. 744-761.

2.Azamathulla, H.Md. 2012. Gene expression programming for prediction of scour depth downstream of sills. J. Hydol.
460-461: 156-159.

3.Azamathulla, H.Md., and Jarrett, R.D. 2013. Use of Gene-Expression Programming to Estimate Manning’s Roughness Coefficient for High Gradient Streams. Water Resour. Manage. 27: 715-729.

4.Bergmann, J.M. 1963. Compound Weir Study. U.S. Department of the Interior, Bureau of Reclamation, Denver, United states.

5.Chanson, H. 2003. History of minimum energy loss weirs and culverts. Procceding. XXX IAHR Congress, Thessalonikit Greece, Vol. E.

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.Emamgholizadeh, S., Bateni, S.M., Shahsavani, D., Ashrafi, T., and Ghorbani, H. 2015. Estimation of soil cation exchange capacity using Genetic Expression Programming (GEP) and Multivariate Adaptive Regression Splines (MARS). J. Hydrol. 529: 1590-1600.

8.Ebtehaj, I., Bonakdari, H., Zaji, A.H., Azimi, H., and Sharifi, A. 2015. Gene expression programming to predict the discharge coefficient in rectangular side weirs. Applied Soft Computing, 35: 618-628.

9.Ferreira, C. 2001a. Gene Expression Programming in Problem Solving. In:6^th online world conference on Soft Computing in Industrial Applications (Invited tutorial), Pp: 1-22.

10.Ferreira, C. 2001b. Gene Expression Programming: A New Adaptive Algorithm for Solving Problems. Complex Systems, 13: 2. 87-129.

11.Ferreira, C. 2004. Gene expression programming and the evolution of computer programs. Recent Developments in Biologically Inspired Computing, Pp: 82-103.

12.Hassan, F.A., Khassaf, S.I., and Hassan, A.O. 2015. Determining the Coefficient of Discharge due to Flow over Composite Weir and below Gates, DOI: 10.13140/RG.2.2.33844.86406.

13.Irrigation Training and research Center (ITRC), 2007. Rapid appraisal process. Glenn-Colusa Irrigtion District.

14.Irrigation Training and research Center (ITRC), 2007. Long crested weir design.

15.Jan, C.D., Chang, C.D., and Lee, M.H. 2006. Discussion Design and calibration of a compound sharp-crested weir. J. Hydraul. Eng. ASCE. 132: 8. 868-872.

16.Khassaf, S.I., and Abbas, H.A. 2013. A Study of Flow Over Different Opening of Combined Weirs and Below Gates, Inter. J. Sci. Engin. Res. 4: 10.

17.Kumara, S., Ahmada, Z., and Mansoor, T., and Himanshu, S.K. 2012. Discharginge characteristics of sharp crested weir of curved plan-form. Res. J. Engin. Sci. 1: 4. 16-20.

18.Martinez, J., Recca, J., Morillas,M.T., and Lopez, J.G. 2005. Designand calibration of a compound sharp-crested weir. J. Hydraul. Eng. ASCE. 131: 2. 112-116.

19.McKay, G.R. 1971. Design of Minimum Energey Culverts. Research Report, Dept of Civil Eng, Univ. of Queensland, Brisbane, Australia, 29p.

20.Muzzammil, M., Alama, J., and Danish, M. 2015. Scour prediction at bridge piers in cohesive bed using Gene Expression Programming. Aquatic Procedia, 4: 789-796.

21.Negm, M.A.A., Al-Brahim, A.M., and Alhamid, B. 2002. Combined free flow over weir and below gates. J. Hydr. Res. 40: 3. 59-365.

22.Samani, J.M.V., and Mazaheri, M. 2009. Combined Flow over Weir and under Gate. J. Hydr. Engin. 135: 3. 224-227.

23.United States Bureau of Reclamation (USBR). 1963. Compound weir study, Hydraulic Laboratory Report No. Hyd. 505: 34.

24.Zahiri, A. 2015. Developing formulae for discharge coefficient in curved weirs using Genetic programming. Iran. J. Irrig. Drain. Pp: 323-334.