COMPARISON BETWEEN LINEAR MOMENT AND ORDINARY MOMENT FOR THE STIMATION OF MAXIMUM, MEAN AND MINIMUM DISCHARGES (CASE STUDY: WATERSHEDS OF CASPIAN COAST RIVERS)

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.

GHOLAMI A.; MAHDAVI M.; VAFAKHAH M.

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

Journal Paper

Paper Information

Journal: Year:2003 | Volume:16 | Issue:4 (59 IN NATURAL RESOURCES) Page(s): 8-13

Download Full-Text

Persian Verion

View:

1,257

Download:

Cites:

Information Journal Paper

Title

COMPARISON BETWEEN LINEAR MOMENT AND ORDINARY MOMENT FOR THE STIMATION OF MAXIMUM, MEAN AND MINIMUM DISCHARGES (CASE STUDY: WATERSHEDS OF CASPIAN COAST RIVERS)

Author(s)

GHOLAMI A. | MAHDAVI M. | VAFAKHAH M. | Issue Writer Certificate

Keywords

MAXIMUMQ4

MEAN AND MINIMUM DISCHARGESQ4

RESIDUAL SUM OF SQUERS FREQUENCY DISTRIBUTION FUNCTIONQ4

ORDINARY MOMENTQ4

LINEAR MOMENTQ4

Abstract

For estimation of statistical distributions function parameters different methods existed that the most prevailing and the oldest is central moment methods. The use of L - moment has been adopted now only for a years and its application is in primary stages in our country. In this research has done comparison between ORDINARY MOMENT and new rations of L - moment until clear application of this method in order to estimation of MAXIMUM, MEAN AND MINIMUM DISCHARGES in north area of country.According to results of this research for annual MAXIMUM discharge in LN2 and LN3 distribution, moment method and in P3 and LP3 distribution LINEAR MOMENT method have been suitable distinguish and in Gumbel distribution, moment method and LINEAR MOMENT method equal have been suitable distinguish. For annual peak discharge in LN2and LN3and P3 distribution, moment method, in LP3 and Gumbel distribution LINEAR MOMENT method have been suitable distinguish in all stations. In the case of MEAN AND MINIMUM DISCHARGES in all distribution and stations, LINEAR MOMENT method have been suitable distinguish.

Cites

No record.

References

No record.

Cite

APA: Copy

GHOLAMI, A., MAHDAVI, M., & VAFAKHAH, M.. (2003). COMPARISON BETWEEN LINEAR MOMENT AND ORDINARY MOMENT FOR THE STIMATION OF MAXIMUM, MEAN AND MINIMUM DISCHARGES (CASE STUDY: WATERSHEDS OF CASPIAN COAST RIVERS). PAJOUHESH-VA-SAZANDEGI, 16(4 (59 IN NATURAL RESOURCES)), 8-13. SID. https://sid.ir/paper/19647/en

Vancouver: Copy

GHOLAMI A., MAHDAVI M., VAFAKHAH M.. COMPARISON BETWEEN LINEAR MOMENT AND ORDINARY MOMENT FOR THE STIMATION OF MAXIMUM, MEAN AND MINIMUM DISCHARGES (CASE STUDY: WATERSHEDS OF CASPIAN COAST RIVERS). PAJOUHESH-VA-SAZANDEGI[Internet]. 2003;16(4 (59 IN NATURAL RESOURCES)):8-13. Available from: https://sid.ir/paper/19647/en

IEEE: Copy

A. GHOLAMI, M. MAHDAVI, and M. VAFAKHAH, “COMPARISON BETWEEN LINEAR MOMENT AND ORDINARY MOMENT FOR THE STIMATION OF MAXIMUM, MEAN AND MINIMUM DISCHARGES (CASE STUDY: WATERSHEDS OF CASPIAN COAST RIVERS),” PAJOUHESH-VA-SAZANDEGI, vol. 16, no. 4 (59 IN NATURAL RESOURCES), pp. 8–13, 2003, [Online]. Available: https://sid.ir/paper/19647/en

Related Journal Papers