OPTIMUM DESIGN OF LEVEES BY RISK ANALYSIS METHOD (CASE STUDY: KHOSHK RIVER OF SHIRAZ)

Q: How can I download an article?

To download an article from SID, first log in to the site, search for the article title, and click on the 'Download Article' option.

Q: How can I download an ISI article?

To download an ISI article on SID, enter the keyword or article title in the search bar, view the relevant results, click on the desired article, and select the 'Download Article' option.

Q: How can I access the SID database?

To access the SID database, visit SID.ir, create an account, and log in to access scientific resources.

Q: Is downloading articles from SID free?

Some articles on SID are available for free, while others require payment. Details are specified on the article's page.

ALIMOHAMMADI S.; RAFIEE ANZAB N.; MORADI M.

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Journal Paper

Paper Information

Journal: WATER AND WASTEWATER Year:2014 | Volume:25 | Issue:1 (89) Page(s): 95-110

Download Full-Text

Persian Verion

View:

1,463

Download:

Cites:

Information Journal Paper

Title

OPTIMUM DESIGN OF LEVEES BY RISK ANALYSIS METHOD (CASE STUDY: KHOSHK RIVER OF SHIRAZ)

Author(s)

ALIMOHAMMADI S. | RAFIEE ANZAB N. | MORADI M. | Issue Writer Certificate

Keywords

OPTIMIZATIONQ2

STRUCTURAL METHODSQ3

FLOOD CONTROLQ3

LEVEEQ2

Abstract

This paper has paid to review one of the structural FLOOD CONTROL methods (levees). In order to speed up the design of LEVEEs, an OPTIMIZATION method has been proposed in this paper which can be a good alternative for the usual design methods. The advantage of using OPTIMIZATION method is that one can reach the optimal option by solving model for one time (or several times for further analysis) and there is no need to review various single options. Benefit-cost analysis has been used to optimize the dimensions of LEVEE containing height of it and it's distance from the river bank. Obtained OPTIMIZATION model is a non-linear one that has been solved by LINGO 12 software. In this study, proposed system of FLOOD CONTROL in dry Maali Abad river (TangeSorkh) of Shiraz has been studied. According to this studies and the execution of model, 20-year return period flood had the highest annual net benefit and was selected as the design flood. The obtained values for the height of LEVEE and it's setback are respectively 1.7 and 6.1 meters.

Cites

EFFECTIVENESS OF THE CORRELATION INPUTS IN FLOODING CONTROL SYSTEM BY UNCERTAINTY ANALYSIS

References

No record.

Cite

APA: Copy

ALIMOHAMMADI, S., RAFIEE ANZAB, N., & MORADI, M.. (2014). OPTIMUM DESIGN OF LEVEES BY RISK ANALYSIS METHOD (CASE STUDY: KHOSHK RIVER OF SHIRAZ). WATER AND WASTEWATER, 25(1 (89)), 95-110. SID. https://sid.ir/paper/104073/en

Vancouver: Copy

ALIMOHAMMADI S., RAFIEE ANZAB N., MORADI M.. OPTIMUM DESIGN OF LEVEES BY RISK ANALYSIS METHOD (CASE STUDY: KHOSHK RIVER OF SHIRAZ). WATER AND WASTEWATER[Internet]. 2014;25(1 (89)):95-110. Available from: https://sid.ir/paper/104073/en

IEEE: Copy

S. ALIMOHAMMADI, N. RAFIEE ANZAB, and M. MORADI, “OPTIMUM DESIGN OF LEVEES BY RISK ANALYSIS METHOD (CASE STUDY: KHOSHK RIVER OF SHIRAZ),” WATER AND WASTEWATER, vol. 25, no. 1 (89), pp. 95–110, 2014, [Online]. Available: https://sid.ir/paper/104073/en

Related Journal Papers