DETERMINATION OF JUNCTION HEAD LOSS COEFFICIENTS FOR LOCAL CORRUGATED DRAINAGE PIPES

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.

BAYAT E.; KOUCHAKZADEH S.; AZIMI R.

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

Journal Paper

Paper Information

Journal: Iranian Journal of Irrigation and Drainage Year:2009 | Volume:3 | Issue:1 Page(s): 45-56

Download Full-Text

Persian Verion

View:

2,049

Download:

Cites:

Information Journal Paper

Title

DETERMINATION OF JUNCTION HEAD LOSS COEFFICIENTS FOR LOCAL CORRUGATED DRAINAGE PIPES

Author(s)

BAYAT E. | KOUCHAKZADEH S. | AZIMI R. | Issue Writer Certificate

Keywords

THREAD-TYPE JUNCTIONQ3

HAND-MADE JUNCTIONQ3

LOCAL HEAD COEFFICIENTQ3

DRAINAGE NETWORKQ2

Abstract

Substituting manhole structures in agricultural drainage and urban sewer networks where it is applicable. with simpler junctions at the connection of the lateral and collector would considerably improye the project economy. Such pipe fittings have been used in many countries and recently were manufactured and used in drainage and sewer networks in Iran. However the hydraulic characteristics of these fittings and their influences on the discharge capacity of the network. Which has a decisiye rule in the design process? Were yet to be known. In this research by construction a specific prototype-scale experimental setup the hydraulic characteristics.of the thread-type and HAND-MADE JUNCTIONs were investigated and determined. Data were compiled for wide-ranging of longitudinal slopes and discharge ratios and the local head loss coefficients were determined aIld presented in dimensional and non-dimension plots. The possibility of proposing an average value for the coefficients for the ease of practical applications and their impacts on the predicted values were also investigated. The results indicated that the application of average coefficient values predicted the water surface profile reasonably. Especially for higher discharge values which are usually considered in the design process. The application of the results of this research in conveyance capacity determination models could reduce the uncertainties of the design process and assist in choosing reasonable safety factors.

Cites

No record.

References

Cite

APA: Copy

BAYAT, E., KOUCHAKZADEH, S., & AZIMI, R.. (2009). DETERMINATION OF JUNCTION HEAD LOSS COEFFICIENTS FOR LOCAL CORRUGATED DRAINAGE PIPES. IRANIAN JOURNAL OF IRRIGATION AND DRAINAGE, 3(1), 45-56. SID. https://sid.ir/paper/131635/en

Vancouver: Copy

BAYAT E., KOUCHAKZADEH S., AZIMI R.. DETERMINATION OF JUNCTION HEAD LOSS COEFFICIENTS FOR LOCAL CORRUGATED DRAINAGE PIPES. IRANIAN JOURNAL OF IRRIGATION AND DRAINAGE[Internet]. 2009;3(1):45-56. Available from: https://sid.ir/paper/131635/en

IEEE: Copy

E. BAYAT, S. KOUCHAKZADEH, and R. AZIMI, “DETERMINATION OF JUNCTION HEAD LOSS COEFFICIENTS FOR LOCAL CORRUGATED DRAINAGE PIPES,” IRANIAN JOURNAL OF IRRIGATION AND DRAINAGE, vol. 3, no. 1, pp. 45–56, 2009, [Online]. Available: https://sid.ir/paper/131635/en

Related Journal Papers