Atıf Formatları
Discharge coefficient of side weirs in curved channels
  • IEEE
  • ACM
  • APA
  • Chicago
  • MLA
  • Harvard
  • BibTeX

H. AĞAÇCIOĞLU Et Al. , "Discharge coefficient of side weirs in curved channels," PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-WATER MANAGEMENT , vol.165, no.6, pp.339-352, 2012

AĞAÇCIOĞLU, H. Et Al. 2012. Discharge coefficient of side weirs in curved channels. PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-WATER MANAGEMENT , vol.165, no.6 , 339-352.

AĞAÇCIOĞLU, H., Emiroglu, M. E., & Kaya, N., (2012). Discharge coefficient of side weirs in curved channels. PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-WATER MANAGEMENT , vol.165, no.6, 339-352.

AĞAÇCIOĞLU, Hayrullah, M. Emin Emiroglu, And Nihat Kaya. "Discharge coefficient of side weirs in curved channels," PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-WATER MANAGEMENT , vol.165, no.6, 339-352, 2012

AĞAÇCIOĞLU, Hayrullah Et Al. "Discharge coefficient of side weirs in curved channels." PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-WATER MANAGEMENT , vol.165, no.6, pp.339-352, 2012

AĞAÇCIOĞLU, H. Emiroglu, M. E. And Kaya, N. (2012) . "Discharge coefficient of side weirs in curved channels." PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-WATER MANAGEMENT , vol.165, no.6, pp.339-352.

@article{article, author={Hayrullah AĞAÇCIOĞLU Et Al. }, title={Discharge coefficient of side weirs in curved channels}, journal={PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-WATER MANAGEMENT}, year=2012, pages={339-352} }