| تحقیقات مهندسی سازه های آبیاری و زهکشی | ||
| Article 3, Volume 11, Issue 3, January 0, Pages 27-40 PDF (215.66 K) | ||
| Document Type: Original Article | ||
| References | ||
|
Abdulla, F. A., Lettenmaier, D. P. and Liang, X. 1999. Estimation of the ARNO model baseflow parameters using daily stream flow data. J. Hydrol. 222, 37-54.
Amein, M. 1968. An implicit method for numerical flood routing. J. Water Resour. Res. 4(3): 719-726.
Anon. 1991. First phase report on conjunctive use of surface and ground water resources in Chamchamal plain, Ab & Khak Consulting Engineering. (in Farsi)
Anon. 1995. Expanding the frontiers of irrigation management research. A report of conjunctive use of surface and ground water in Pakistan and India. IWMI.
Anon. 2000. The reason of no achievement to long term program of water sell and distribution in Qazvin irrigation network. Professional Office of Operation Company from Qazvin Irrigation Network. (in Farsi)
Contractor, D. N. and Schuurmans, W. 1993. Informed use and potential pitfalls of canal models. J. Irrig. Drain. Eng. ASCE. 119(4): 663-672.
Duan, Q., Sorooshian, S. and Gupta, V. K. 1992. Effective and efficient global optimization for conceptual Rainfall-Runoff models. Water Resour. Res. 28(4): 2493-2508.
Duan, Q., Gupta, V. K. and Sorooshian, S. 1993. Shuffled complex evolution approach for effective and efficient global minimization. J. Optimiz. Theory Appl. 76(3): 501-521.
Kapelan, Z. S., Savic, D. A. and Walters, G. A. 2007. Calibration of Water Distribution Hydraulic Models Using a Bayesian-Type Procedure. J. Hydraul. Eng. ASCE. 133(8): 927-936.
Manz, D. H. 1985. System analysis of irrigation conveyance system. Ph.D Thesis. Department of Civil Engineering. University of Alberta. Edmonton. Alberta. Canada.
Mertens, J., Madsen, H., Feyen, L., Jacques, D. and Feyen, J. 2004. Including prior information in the estimation of effective soil parameters in unsaturated zone modeling. J. Hydrol. 294, 251-269.
Mohseni Movahed, S. A. 2002. Mathematical model development of irrigation canals hydraulic performance Optimization using simulated annealing and determination of weighting performance indicators. Ph.D. Thesis. Faculty of Agriculture. Tarbiat Modarres University. Tehran. Iran. (in Farsi)
Molden, D. J. and Gates, T. K. 1990. Performance measures for evaluation of irrigation water delivery systems. J. Irrig. Drain. Eng. ASCE. 116(6): 804-822.
Monem, M. J. 1994. Performance evaluation and optimization of irrigation canal system using Genetic Algorithm. Ph.D. Thesis. Department of Civil Engineering. Calgary University. Alberta. Canada.
Nasehi, M. 2002. Conjunctive use of surface and ground water for optimization of irrigation canals discharge. Research Report. IWMI. (in Farsi)
Sorman, A. A., Sensoy, A., Tekeli, A. E., Sorman, A. U. and Akyurek, Z. 2009. Modelling and forecasting snowmelt runoff process using the HBV model in the eastern part of Turkey. Hydrological Processes. 23, 1031-1040.
Sorooshian, S., Duan, Q. and Gupta, V. K. 1993. Calibration of Rainfall-Runoff models: application of global optimization to the Sacramento soil moisture accounting model. Water Resour. Res. 29(4): 1185-1194.
Strekloff, T. 1969. One dimensional equation of open channel flow. J. Hydraul. Div. ASCE. 7(4): 861-876. | ||
|
Statistics Article View: 956 PDF Download: 523 |
||
Journal management system. designed by sinaweb