THE IMPACT OF EFFECTIVE PARAMETERS ON MUSKINGUM-CUNGE IN COMPARISON WITH DYNAMIC ROUTING

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.

FOTOUHI M.; FAGHFOUR MAGHREBI M.

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

Journal Paper

Paper Information

Journal: IRAN-WATER RESOURCES RESEARCH Year:2011 | Volume:7 | Issue:1 (19) Page(s): 26-37

Download Full-Text

Persian Verion

View:

1,024

Download:

Cites:

Information Journal Paper

Title

THE IMPACT OF EFFECTIVE PARAMETERS ON MUSKINGUM-CUNGE IN COMPARISON WITH DYNAMIC ROUTING

Author(s)

FOTOUHI M. | FAGHFOUR MAGHREBI M. | Issue Writer Certificate

Keywords

UNSTEADY FLOWQ2

ST. VENANT EQUATIONSQ3

PRIESSMAN MODELQ3

MUSKINGUM-CUNGE METHODQ3

Abstract

River stage or flow rates are required for the design and evaluation of hydraulic structures and water resources management systems. Accordingly flood routing techniques are used to predict the river stage and flow rates while flood wave propagates along the river. The aim of this paper is to compare the Muskingum–Cunge method with constant and variable parameters with Dynamic flow routing. The results showed that the errors in application of MUSKINGUM-CUNGE METHOD in rivers with low slope are high and therefore some concerns should be taken when using Muskingum-Cunge in low slopes rivers. Sensitivity analysis showed that the most dominant parameters on the peak outflow are orderly the peak inflow rate, the roughness coefficient, and the bed slope.Also, the most important parameters on peak timing of outflow are orderly the channel length and the roughness coefficient.

Cites

No record.

References

No record.

Cite

APA: Copy

FOTOUHI, M., & FAGHFOUR MAGHREBI, M.. (2011). THE IMPACT OF EFFECTIVE PARAMETERS ON MUSKINGUM-CUNGE IN COMPARISON WITH DYNAMIC ROUTING. IRAN-WATER RESOURCES RESEARCH, 7(1 (19)), 26-37. SID. https://sid.ir/paper/100037/en

Vancouver: Copy

FOTOUHI M., FAGHFOUR MAGHREBI M.. THE IMPACT OF EFFECTIVE PARAMETERS ON MUSKINGUM-CUNGE IN COMPARISON WITH DYNAMIC ROUTING. IRAN-WATER RESOURCES RESEARCH[Internet]. 2011;7(1 (19)):26-37. Available from: https://sid.ir/paper/100037/en

IEEE: Copy

M. FOTOUHI, and M. FAGHFOUR MAGHREBI, “THE IMPACT OF EFFECTIVE PARAMETERS ON MUSKINGUM-CUNGE IN COMPARISON WITH DYNAMIC ROUTING,” IRAN-WATER RESOURCES RESEARCH, vol. 7, no. 1 (19), pp. 26–37, 2011, [Online]. Available: https://sid.ir/paper/100037/en

Related Journal Papers