Performance of HEC-HMS and IHACRES Hydrological Models in Simulation of Flood Hydrograph

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.

GOLSHAN MOHAMMAD; Esmaili abazar; AFZALI ALI; JAHANSHAHI AFSHIN

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

Journal Paper

Paper Information

Journal: Journal of Range and Watershed Managment Year:2018 | Volume:70 | Issue:4 Page(s): 965-976

Download Full-Text

Persian Verion

View:

1,434

Download:

Cites:

Information Journal Paper

Title

Performance of HEC-HMS and IHACRES Hydrological Models in Simulation of Flood Hydrograph

Author(s)

GOLSHAN MOHAMMAD | Esmaili abazar | AFZALI ALI | JAHANSHAHI AFSHIN | Issue Writer Certificate

Keywords

FloodQ2

simulationQ2

HydrographQ2

KasilianQ1

hydrological modelQ1

Abstract

simulation with using of computer models are developing very fast and these models are essential tools for understanding of man from the watershed and hydrological processes. In this study IHACRES and HEC-HMS rainfall runoff models was used for simulation of four Flood Hydrographs in Kasilian watershed with area 67. 8 square kilometers in Mazandaran province. To prepare the Requirements maps for running HEC-HMS model was used HEC-GeoHMS extension. Hyetograph data with 15 minutes time step and its related Hydrograph was entered to two models based on 1 hour time step. Then simulation of the Flood Hydrograph was done based on 15 minutes time step. CP and RE% statistical coefficients was used for evaluation of models performance. Values of this coefficients using the HEC-HMS model for Flood 26 November 1994 was calculated 0. 72 and 118. 26 respectively and for Flood 6 October 1996, 0. 89 and-24. 63 respectively and using the implementation of IHACRES model these coefficients in the first Flood was calculated 0. 63 and 152. 4 respectively and in the second Flood 0. 79 and-35. 6 respectively. The results showed that both use models have acceptable performance for simulation of Flood Hydrograph in this area and HEC-HMS model has better performance in compared with IHACRES model.

Cites

No record.

References

No record.

Cite

APA: Copy

GOLSHAN, MOHAMMAD, Esmaili, abazar, AFZALI, ALI, & JAHANSHAHI, AFSHIN. (2018). Performance of HEC-HMS and IHACRES Hydrological Models in Simulation of Flood Hydrograph. JOURNAL OF RANGE AND WATERSHED MANAGEMENT (IRANIAN JOURNAL OF NATURAL RESOURCES), 70(4 ), 965-976. SID. https://sid.ir/paper/162545/en

Vancouver: Copy

GOLSHAN MOHAMMAD, Esmaili abazar, AFZALI ALI, JAHANSHAHI AFSHIN. Performance of HEC-HMS and IHACRES Hydrological Models in Simulation of Flood Hydrograph. JOURNAL OF RANGE AND WATERSHED MANAGEMENT (IRANIAN JOURNAL OF NATURAL RESOURCES)[Internet]. 2018;70(4 ):965-976. Available from: https://sid.ir/paper/162545/en

IEEE: Copy

MOHAMMAD GOLSHAN, abazar Esmaili, ALI AFZALI, and AFSHIN JAHANSHAHI, “Performance of HEC-HMS and IHACRES Hydrological Models in Simulation of Flood Hydrograph,” JOURNAL OF RANGE AND WATERSHED MANAGEMENT (IRANIAN JOURNAL OF NATURAL RESOURCES), vol. 70, no. 4 , pp. 965–976, 2018, [Online]. Available: https://sid.ir/paper/162545/en

Related Journal Papers