Effects of Aggregate Diameter on Soil Splash under Laboratorial Conditions

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.

KHALEDI DARVISHAN A.; SHARIFI MOGHADAM E.

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

Journal Paper

Paper Information

Journal: IRANIAN JOURNAL OF WATERSHED MANAGEMENT SCIENCE AND ENGINEERING Year:2016 | Volume:10 | Issue:32 Page(s): 33-38

Download Full-Text

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

Persian Verion

View:

762

Download:

Cites:

Information Journal Paper

Title

Effects of Aggregate Diameter on Soil Splash under Laboratorial Conditions

Author(s)

KHALEDI DARVISHAN A. | SHARIFI MOGHADAM E. | Issue Writer Certificate

Keywords

DetachmentQ1

KojourQ1

Rainfall simulatorQ1

Soil erosionQ2

Splash cupQ1

Abstract

Splash, as an important step in the erosion process of the soil, detaches and prepares soil particles to be transported by runoff. The amount of splash depends on various characteristics of erosive factor (rainfall) and erodible surface (soil). Aggregate characteristics, which have been considered in Soil erosion researches, are among the main effective soil factors on splash and erosion. Therefore, the present study was conducted to assess the variation of soil splash in various aggregate diameters (1. 75, 3. 55 and 5. 18 mm) for a sandy-clay-loam soil from the Kojour watershed. All the data was collected using Splash cups with the slope gradient of 18 percent under the rainfall simulation with the intensity of 80 mm h-1 and duration of 18. 28 min in three replications for each aggregate diameter treatment. Although the results indicate that the upslope, downslope, net and gross splash parameters decrease with increase of aggregate diameter, none of these changes were significant. The maximum and minimum decreasing ratios in the splash parameters belongs to the net (83. 75 percent) and upslope splash (72. 55 percent), respectively. The results also show that when the aggregate diameter increases 2 and 3 times, the amount of the net splash decreases 57 and 84 percent, respectively.

Cites

No record.

References

No record.

Cite

APA: Copy

KHALEDI DARVISHAN, A., & SHARIFI MOGHADAM, E.. (2016). Effects of Aggregate Diameter on Soil Splash under Laboratorial Conditions. IRANIAN JOURNAL OF WATERSHED MANAGEMENT SCIENCE AND ENGINEERING, 10(32 ), 33-38. SID. https://sid.ir/paper/134899/en

Vancouver: Copy

KHALEDI DARVISHAN A., SHARIFI MOGHADAM E.. Effects of Aggregate Diameter on Soil Splash under Laboratorial Conditions. IRANIAN JOURNAL OF WATERSHED MANAGEMENT SCIENCE AND ENGINEERING[Internet]. 2016;10(32 ):33-38. Available from: https://sid.ir/paper/134899/en

IEEE: Copy

A. KHALEDI DARVISHAN, and E. SHARIFI MOGHADAM, “Effects of Aggregate Diameter on Soil Splash under Laboratorial Conditions,” IRANIAN JOURNAL OF WATERSHED MANAGEMENT SCIENCE AND ENGINEERING, vol. 10, no. 32 , pp. 33–38, 2016, [Online]. Available: https://sid.ir/paper/134899/en

Related Journal Papers