Determining the quantitative fringe of the Gamasiyab river, Kermanshah

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.

PANAHI ROYA; HOSSEINZADEH MOHAMMAD MAHDI; Khaleghi Somaiyeh

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

Journal Paper

Paper Information

Journal: Researches in Earth Sciences Year:2019 | Volume:10 | Issue:38 Page(s): 104-121

Download Full-Text

Persian Verion

View:

1,045

Download:

Cites:

Information Journal Paper

Title

Determining the quantitative fringe of the Gamasiyab river, Kermanshah

Author(s)

PANAHI ROYA | HOSSEINZADEH MOHAMMAD MAHDI | Khaleghi Somaiyeh | Issue Writer Certificate

Keywords

Quantitative fringeQ1

FloodQ1

DLSRSQ1

Gamasiyab RiverQ1

Abstract

Flood is a common natural disaster that causes immense damage to the natural environment, construction and casualties worldwide every year. The control factors of the Flood are power, magnitude, and frequency, duration of the flow and changes of cross-sections. In this research, the Quantitative fringe of Gamasiyab River (located in the Kermanshah province) has been investigated using DLSRS model. The DLSRS is the first mathematical model for calculation of Quantitative fringe according to the rules and regulations of the country. First, the cross-sections were extracted by the HEC-GeoRAS extension in GIS software. Then the Quantitative fringe of Gamasiyab River has been calculated for 130 cross-sections by five indexes including discharge (25 years return period), location of the river, stability of the bed and bank, flow regime and social tension. The results of the model show that the Quantitative fringe was 3 to 13 meters on average in different reaches so that the highest value of the fringe in the Gamasiab River was in the reach 1 and the lowest was in the reach 11. Also results show that this model was not suitable for all of the rivers in the country and it is suitable for the rivers that have different stream orders. Therefore the results of this model will not be acceptable for the Gamasiyab River (the stream order of this river is 5th). This model is suitable for the rivers which have bare and non-proprietary riparian.

Cites

No record.

References

No record.

Cite

APA: Copy

PANAHI, ROYA, HOSSEINZADEH, MOHAMMAD MAHDI, & Khaleghi, Somaiyeh. (2019). Determining the quantitative fringe of the Gamasiyab river, Kermanshah. RESEARCHES IN EARTH SCIENCES, 10(38 ), 104-121. SID. https://sid.ir/paper/207338/en

Vancouver: Copy

PANAHI ROYA, HOSSEINZADEH MOHAMMAD MAHDI, Khaleghi Somaiyeh. Determining the quantitative fringe of the Gamasiyab river, Kermanshah. RESEARCHES IN EARTH SCIENCES[Internet]. 2019;10(38 ):104-121. Available from: https://sid.ir/paper/207338/en

IEEE: Copy

ROYA PANAHI, MOHAMMAD MAHDI HOSSEINZADEH, and Somaiyeh Khaleghi, “Determining the quantitative fringe of the Gamasiyab river, Kermanshah,” RESEARCHES IN EARTH SCIENCES, vol. 10, no. 38 , pp. 104–121, 2019, [Online]. Available: https://sid.ir/paper/207338/en

Related Journal Papers