Hydraulic analysis of sprinkler irrigation network using WaterGEMS software

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.

Shokrian Fard Younes; Shahmohammadi-Kalalagh Shahram

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

Journal Paper

Paper Information

Journal: JOURNAL OF WATER AND SOIL RESOURCES CONSERVATION Year:2020 | Volume:9 | Issue:2 Page(s): 35-46

Download Full-Text

View:

Download:

Cites:

Information Journal Paper

Title

Hydraulic analysis of sprinkler irrigation network using WaterGEMS software

Author(s)

Shokrian Fard Younes | Shahmohammadi-Kalalagh Shahram | Issue Writer Certificate

Keywords

Design parameters

Optimization

Pressure

Sprinkler irrigation

Velocity

Abstract

In this research, Sprinkler irrigation network of Sysan area located in Bostanabad city in Azarbayjan Province was analyzed using WaterGEMS software. This irrigation network based on the position of the main, sub-main and lateral pipes divided into three A, B, and C zones and with regard to irrigation interval, the number of sets and sprinklers, 9 scenarios were defined. Hydraulic parameters (Pressure and Velocity) were analyzed in the nodes and the pipes before and after Optimization with WaterGEMS, respectively. The hydraulic analysis indicated; based on the required Pressure of the sprinkler operation (40 m-H2O) and the maximum supply Pressure of the selective pump (70 m-H2O), there was no problem or limitation in supplying the network Pressure. In the other words, the Pressure aligned with standards. While according to permissible Velocity in the Sprinkler irrigation pipes, the critical velocities were observed in 4 scenarios in zone B and in 5 scenarios in zone C. By applying the necessary changes in the diameter of the pipes and provided that the Pressure variations aligns with standards (less than 20%), the velocities were optimized and aligned with standards. Given that the hydraulic parameters were optimized by decreasing pipe diameter, the optimally designed system with WaterGEMS software led to a decrease of 7. 3% in costs compared to the designed and implemented system.

Cites

No record.

References

No record.

Cite

APA: Copy

Shokrian Fard, Younes, & Shahmohammadi-Kalalagh, Shahram. (2020). Hydraulic analysis of sprinkler irrigation network using WaterGEMS software. JOURNAL OF WATER AND SOIL RESOURCES CONSERVATION, 9(2 ), 35-46. SID. https://sid.ir/paper/699816/en

Vancouver: Copy

Shokrian Fard Younes, Shahmohammadi-Kalalagh Shahram. Hydraulic analysis of sprinkler irrigation network using WaterGEMS software. JOURNAL OF WATER AND SOIL RESOURCES CONSERVATION[Internet]. 2020;9(2 ):35-46. Available from: https://sid.ir/paper/699816/en

IEEE: Copy

Younes Shokrian Fard, and Shahram Shahmohammadi-Kalalagh, “Hydraulic analysis of sprinkler irrigation network using WaterGEMS software,” JOURNAL OF WATER AND SOIL RESOURCES CONSERVATION, vol. 9, no. 2 , pp. 35–46, 2020, [Online]. Available: https://sid.ir/paper/699816/en

Related Journal Papers

No record.

Related Seminar Papers

No record.

Related Plans

No record.

Recommended Workshops