بهینه‌سازی بهره‌برداری تلفیقی از منابع آب‌های سطحی، زیرزمینی و نامتعارف دشت هشتگرد

عابدی کوپایی، ج.، 1382. روش های پیشگیری از اتلاف منابع آب. فرهنگستان علوم جمهوری اسلامی ایران، مجموعه مقالات روشپیشگیری از اتلاف منابع آب، صفحه 207 تا  218.

مهجوری، ن.، 1383. مدل تعادل­بخشی کمی-کیفی آب‌های زیرزمینی دشت کاشان. پایان­نامه کارشناسی ارشد، دانشگاه تهران.

محمدرضاپور طبری، م.، 1388. مدل‌سازی بهره­برداری تلفیقی از منابع آب سطحی و زیرزمینی بر پایه عدم دقت در مقیاس منطقه‌ای. پایان‌نامه دکتری، دانشگاه صنعتی امیرکبیر.

Anderson, M.P. and Woessner, W.W., 1992.  Applied Groundwater Modeling: Simulation of Flow and Advective Transport, Academic Press, 381p.

Basagaoglu, H., Marino, M. A., Shumway, R. H., 1999. Deilta-form approximating problem for a conjunctive water resource management model, Advances in Water Resources, 23(2), 69-81.

Buras, N., 1963. Conjunctive operation of dams and aquifers, Journal of Hydraulic Division (ASCE), 89(6), 111-131.

Clerc, M., 1999.  The Swarm and the Queen: Towards a Deterministic and Adaptive Particle Swarm Optimization, In: Congress on Evolutionary Computation, (pp.1951-1955) Washington D.C.

Karamouz, M., Mohammad Rezapour Tabari, M., Kerachian, R., and Zahraie, B., 2005. Conjunctive use of surface and groundwater resources with emphasis on water quality, World Water and Environmental Resources Congress 2005, Raymond Walton, Anchorage, Alaska, USA. May 15-19.

Kennedy, J., and Eberhart R., 1995.  Particle Swarm Optimization, In: Proceedings of the International Conference on Neural Networks.” Perth, Australia, IEEE, Piscataway.

Meraji, S. H., Afshar, M. H., and Afshar, A., 2006. Reservoir operation by particle swarm optimization algorithm, 7th International Conference of Civil Engineering (ICCE 7 th), Tehran, Iran.

Mobasheri, F., and Sharon, G., 1969. Optimal conjunctive use of surface and ground water: a non-linear programming approach, Journal of Hydrology, 50(11), 609-619.

Montalvo, I., Izquierdoa, J., Pereza, R., and Tungb,M.M., 2008. Particle Swarm Optimizationapplied to the design of water supply systems,Computers and Mathematics with ApplicationsNo.56, PP. 769–776.

Onta, P. R., Gupta, A. D., and Harboe,R., 1991. Multistep planning model for conjunctive use of surface-     and ground-water resources, Journal of Water Resources Planning and Management (ASCE), 117(6), 662-678.

Nishikawa, T., 1998. Water resources optimization model for Santa Barbara, California. Journal of Water Resources Planning and Management.124 (5):1213 –1235.

Saberchenari, K. abghari, A. Tabari, H., 2016. Application of PSO algorithm in short-term optimization of reservoir operation, journal of Environmental Monitoring and Assessment, 188(667):1-11.

Safavi, H. R., Darzi, F., and Marino, M. A., 2010. Simulation- optimizationmodeling of conjunctive useof surface water and groundwater, Water  Resources Management, 24(10), 1965-1988.

 

 

Safavi, H., Chakraei, I., Kabiri.Samani, A., Golmohammadi, M., 2013. Optimal Reservoir Operation Based on Conjunctive Use of Surface Water and Groundwater Using Neuro-Fuzzy Systems, WaterResour Manage 27:4259–4275.

 Sulaiman Kharmah, R. A., 2007. Optimal management of groundwater pumping, the case of the Eocene Aquifer, Palestine. MSc thesis. Faculty of Graduate Studies, at An-Najah National University, Nablus, Palestine, 136 p.                                                         

Suribabu. C. R., and Neelakantan. T. R., 2008.Design of water distribution networks usingparticle swarm optimization, Urban WaterJournal, Vol. 3, No. 2, June 2006, 111 – 120.