INTEGRATED OPTIMIZATION AND SIMULATION OF HYDRAULIC AND WATER RESOURCES USING DEVELOPED DYNAMIC PROGRAMMING (CASE STUDY: CENTRAL PLATEAU IN IRAN)

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MANSOURI R.; TORABI PUDEH H.; HAGHIABI A.H.; YONESI H.A.

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Journal: IRAN-WATER RESOURCES RESEARCH Year:2017 | Volume:13 | Issue:1 Page(s): 53-68

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Title

INTEGRATED OPTIMIZATION AND SIMULATION OF HYDRAULIC AND WATER RESOURCES USING DEVELOPED DYNAMIC PROGRAMMING (CASE STUDY: CENTRAL PLATEAU IN IRAN)

Author(s)

MANSOURI R. | TORABI PUDEH H. | HAGHIABI A.H. | YONESI H.A. | Issue Writer Certificate

Keywords

WATER RESOURCES PLANNINGQ1

OPTIMIZATIONQ2

SIMULATIONQ2

RESERVOIRSQ1

WATER TRANSFER EFFICIENCYQ3

DYNAMIC PROGRAMMINGQ3

Abstract

The distribution of water resources and rainfall in the world is not even and accordingly the inter-basin water transfer is sometimes necessary in the form of water projects for the collection, transmission and creation of appropriate quality for balanced development of human activity. On the other hand and in addition to the issues we face in managing and exploiting the RESERVOIRS, it is important to consider and model hydraulic and hydrologic flow conditions together. In this study, three dams (Yalan, Pashandegan and Gokan) and two water transfer tunnels transferring water from Yalan dam to Gokan dam were considered as case study. For the integrated simulating and optimizing, two algorithms were connected with each other and were as well linked dynamically with Epanet software and solved the water resources model, and took care of the hydraulic modelling and DYNAMIC PROGRAMMING. Since the water flow through thetunnels are under pressure, increasing dams’ heights will cause the decrease in tunnel diameter for 95% water conveyance efficiency. The results showed that the most economically optimum combination for water transfer in this project would be met with Yalan and Pashandegan dams at the heights of 148.37 and 59.36 m, respectively, and with Yalan-Pashandegan and Pashandegan-Gokan tunnel diameters of 2.8 and 2.95 m, respectively. This project set would cost 5313.69 million Rials.

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APA: Copy

MANSOURI, R., TORABI PUDEH, H., HAGHIABI, A.H., & YONESI, H.A.. (2017). INTEGRATED OPTIMIZATION AND SIMULATION OF HYDRAULIC AND WATER RESOURCES USING DEVELOPED DYNAMIC PROGRAMMING (CASE STUDY: CENTRAL PLATEAU IN IRAN). IRAN-WATER RESOURCES RESEARCH, 13(1 ), 53-68. SID. https://sid.ir/paper/100409/en

Vancouver: Copy

MANSOURI R., TORABI PUDEH H., HAGHIABI A.H., YONESI H.A.. INTEGRATED OPTIMIZATION AND SIMULATION OF HYDRAULIC AND WATER RESOURCES USING DEVELOPED DYNAMIC PROGRAMMING (CASE STUDY: CENTRAL PLATEAU IN IRAN). IRAN-WATER RESOURCES RESEARCH[Internet]. 2017;13(1 ):53-68. Available from: https://sid.ir/paper/100409/en

IEEE: Copy

R. MANSOURI, H. TORABI PUDEH, A.H. HAGHIABI, and H.A. YONESI, “INTEGRATED OPTIMIZATION AND SIMULATION OF HYDRAULIC AND WATER RESOURCES USING DEVELOPED DYNAMIC PROGRAMMING (CASE STUDY: CENTRAL PLATEAU IN IRAN),” IRAN-WATER RESOURCES RESEARCH, vol. 13, no. 1 , pp. 53–68, 2017, [Online]. Available: https://sid.ir/paper/100409/en

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