ONE-DIMENSIONAL SIMULATION OF FLOW AND SEDIMENT TRANSPORT, A CASE STUDY IN THE ALAND RIVER

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.

HASANZADEH Y.; KEYNEZHAD M.A.; ROUSHANGAR K.; AALAMI M.T.

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

Journal Paper

Paper Information

Journal: WATER AND WASTEWATER Year:2010 | Volume:21 | Issue:1 (73) Page(s): 4-14

Download Full-Text

Persian Verion

View:

860

Download:

Cites:

Information Journal Paper

Title

ONE-DIMENSIONAL SIMULATION OF FLOW AND SEDIMENT TRANSPORT, A CASE STUDY IN THE ALAND RIVER

Author(s)

HASANZADEH Y. | KEYNEZHAD M.A. | ROUSHANGAR K. | AALAMI M.T. | Issue Writer Certificate

Keywords

SIMULATIONQ3

UNSTEADY FLOWQ3

BED LOADQ3

SAINT-VENANT-EXNERQ3

LAX WENDROFF- RICHMAYERQ3

Abstract

In this paper, a mathematical model is presented for studying the UNSTEADY FLOW, aggradation, and degradation in alluvial channels. The one-dimensional, unsteady, gradually varied flow equations (saint-venant equations) and the sediment continuity equation are solved numerically using the second-order, explicit finite difference two-step scheme developed by LAX WENDROFF- RICHMAYER. All the three governing equations are solved simultaneously during any step so that the water flow and sediment continuity equations are coupled. The computed results are compared with the experimental results obtained in a laboratory flume. Also the Aland River data in Badalan Station with different sediment discharge equations are used for simulating the UNSTEADY FLOW model bed changes and hydraulic parameters for different sections and time steps. Results show that the model is capable of simulating unsteady open channel flow, BED LOAD transport, aggradation and degradation satisfactorily.

Cites

No record.

References

Cite

APA: Copy

HASANZADEH, Y., KEYNEZHAD, M.A., ROUSHANGAR, K., & AALAMI, M.T.. (2010). ONE-DIMENSIONAL SIMULATION OF FLOW AND SEDIMENT TRANSPORT, A CASE STUDY IN THE ALAND RIVER. WATER AND WASTEWATER, 21(1 (73)), 4-14. SID. https://sid.ir/paper/103551/en

Vancouver: Copy

HASANZADEH Y., KEYNEZHAD M.A., ROUSHANGAR K., AALAMI M.T.. ONE-DIMENSIONAL SIMULATION OF FLOW AND SEDIMENT TRANSPORT, A CASE STUDY IN THE ALAND RIVER. WATER AND WASTEWATER[Internet]. 2010;21(1 (73)):4-14. Available from: https://sid.ir/paper/103551/en

IEEE: Copy

Y. HASANZADEH, M.A. KEYNEZHAD, K. ROUSHANGAR, and M.T. AALAMI, “ONE-DIMENSIONAL SIMULATION OF FLOW AND SEDIMENT TRANSPORT, A CASE STUDY IN THE ALAND RIVER,” WATER AND WASTEWATER, vol. 21, no. 1 (73), pp. 4–14, 2010, [Online]. Available: https://sid.ir/paper/103551/en

Related Journal Papers