PREDICTING THE FLOOD HYDROGRAPHS OF UNGAUGED WATERSHEDS USING THE HEC-HMS MODEL AND THE GEOGRAPHIC INFORMATION SYSTEM (GIS) (CASE STUDY: KASILIAN WATERSHED)

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.

SABZEVARI T.; ARDAKANIAN R.; SHAMSAEI A.A.F.; TALEBI ALI

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

Journal Paper

Paper Information

Journal: Journal of Water Resources Engineering Year:2009 | Volume:2 | Issue:4 Page(s): 1-11

Download Full-Text

Persian Verion

View:

1,340

Download:

Cites:

Information Journal Paper

Title

PREDICTING THE FLOOD HYDROGRAPHS OF UNGAUGED WATERSHEDS USING THE HEC-HMS MODEL AND THE GEOGRAPHIC INFORMATION SYSTEM (GIS) (CASE STUDY: KASILIAN WATERSHED)

Author(s)

SABZEVARI T. | ARDAKANIAN R. | SHAMSAEI A.A.F. | TALEBI ALI | Issue Writer Certificate

Keywords

FLOODQ1

HEC-HMSQ1

GISQ2

KASILIAN WATERSHEDQ2

SCS METHODQ2

Abstract

Developing a rainfall-runoff model for an ungauged watershed provides the opportunity to estimate the peak flow, FLOOD volume and FLOOD hydrograph for that watershed. In this study, a rainfall-runoff model was developed for the KASILIAN WATERSHED in the province of Mazandaran northern iran using the GIS system, the SCS METHOD and the HEC-HMS hydrologic model. By using the HEC-GeoHMS extension and the digital elevation model (DEM) in the geographic information system domain (ARCVIEW software), the physiographic model, the sub-basin boundaries and stream networks for the KASILIAN WATERSHED were defined. By incorporating the soil hydrologic group and land use maps, and the initial moisture content information in the GIS system, the curve number (CN) diagram of the KASILIAN WATERSHED sub-basins was prepared. The SCS METHOD was selected for simulating the FLOOD hydrograph, and the Lag method was used for river routing. The watershed physiographic model was transferred from the GIS system to the HEC-HMS program, and the hydrologic model for the watershed was determined. By using several rainfall events and the observed FLOOD hydrographs, the parameters of the watershed hydrological model, including initial loss and lag time of the sub-basins, were optimized. using to the mean optimized parameters, the model was evaluated for three different rainfall events. The developed model accurately predicted the values used in constracting the FLOOD hydrographs for 2 events. However, that for the 3nd event had an error range of 10-15%, which were within the acceptable range.

Cites

No record.

References

No record.

Cite

APA: Copy

SABZEVARI, T., ARDAKANIAN, R., SHAMSAEI, A.A.F., & TALEBI, ALI. (2009). PREDICTING THE FLOOD HYDROGRAPHS OF UNGAUGED WATERSHEDS USING THE HEC-HMS MODEL AND THE GEOGRAPHIC INFORMATION SYSTEM (GIS) (CASE STUDY: KASILIAN WATERSHED). WATER ENGINEERING, 2(4), 1-11. SID. https://sid.ir/paper/169590/en

Vancouver: Copy

SABZEVARI T., ARDAKANIAN R., SHAMSAEI A.A.F., TALEBI ALI. PREDICTING THE FLOOD HYDROGRAPHS OF UNGAUGED WATERSHEDS USING THE HEC-HMS MODEL AND THE GEOGRAPHIC INFORMATION SYSTEM (GIS) (CASE STUDY: KASILIAN WATERSHED). WATER ENGINEERING[Internet]. 2009;2(4):1-11. Available from: https://sid.ir/paper/169590/en

IEEE: Copy

T. SABZEVARI, R. ARDAKANIAN, A.A.F. SHAMSAEI, and ALI TALEBI, “PREDICTING THE FLOOD HYDROGRAPHS OF UNGAUGED WATERSHEDS USING THE HEC-HMS MODEL AND THE GEOGRAPHIC INFORMATION SYSTEM (GIS) (CASE STUDY: KASILIAN WATERSHED),” WATER ENGINEERING, vol. 2, no. 4, pp. 1–11, 2009, [Online]. Available: https://sid.ir/paper/169590/en

Related Journal Papers