Closure to “linear solutionv for hydraulic analysis of tapered microirrigation laterals

Journal of Irrigation and Drainage Engineering

Volumn 131, Issue 5, 2005, Pages 490-491

  Yildirim, Gürol ^a   Ağiralioğlu, Necati ^a  

^a ISTANBUL TECHNICAL UNIVERSITY   (Turkey)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 85001850079     PISSN: 07339437     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9437(2005)131:5(490)     Document Type: Article

References (6)

1. Anyoji, H., and Wu, I. P. (1987). “Statistical approach for drip lateral design.” Trans. ASAE, 30(1), 187-192.
2. Valiantzas, J. D. (2002a). “Continuous outflow variation along irrigation laterals: Effect of the number of outlets.” J. Irrig. Drain. Eng., 128(1), 34-42.
3. Valiantzas, J. D. (2002b). “Hydraulic analysis and optimum design of multidiameter irrigation laterals.” J. Irrig. Drain. Eng., 128(2), 78-86.
4. Yildirim, G., and Agiralioglu, N. (2003). “Discussion of ‘Continuous outflow variation along irrigation laterals: Effect of the number of outlets,’ by J. D. Valiantzas.” J. Irrig. Drain. Eng., 129(5), 382-386.
5. Yildirim, G., and Agiralioglu, N. (2004a). “Comparative analysis of hydraulic calculation methods in design of microirrigation laterals.” J. Irrig. Drain. Eng., 130(3), 201-217.
6. Yildirim, G., and Agiralioglu, N. (2004b). “Linear solution for hydraulic analysis of tapered microirrigation laterals.” J. Irrig. Drain. Eng., 130(1), 78-87.