메뉴 건너뛰기




Volumn 130, Issue 4, 2004, Pages 335-339

Discussion of “equivalent friction factor method for hydraulic calculation in irrigation laterals

Author keywords

[No Author keywords available]

Indexed keywords


EID: 85001740582     PISSN: 07339437     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9437(2004)130:4(335)     Document Type: Article
Times cited : (1)

References (10)
  • 2
    • 0032207614 scopus 로고    scopus 로고
    • Analytical approach for direct drip lateral hydraulic calculation
    • Valiantzas, J. D. (1998). “Analytical approach for direct drip lateral hydraulic calculation.” J. Irrig. Drain. Eng., 124(6), 300-305.
    • (1998) J. Irrig. Drain. Eng , vol.124 , Issue.6 , pp. 300-305
    • Valiantzas, J.D.1
  • 3
    • 0036184632 scopus 로고    scopus 로고
    • Continuous outflow variation along irrigation laterals: Effect of the number of outlets
    • Valiantzas, J. D. (2002a). “Continuous outflow variation along irrigation laterals: Effect of the number of outlets.” J. Irrig. Drain. Eng., 128(1), 34-42.
    • (2002) J. Irrig. Drain. Eng , vol.128 , Issue.1 , pp. 34-42
    • Valiantzas, J.D.1
  • 4
    • 0036494490 scopus 로고    scopus 로고
    • Hydraulic analysis and optimum design of multidiameter irrigation laterals
    • Valiantzas, J. D. (2002b). “Hydraulic analysis and optimum design of multidiameter irrigation laterals.” J. Irrig. Drain. Eng., 128(2), 7886.
    • (2002) J. Irrig. Drain. Eng , vol.128 , Issue.2 , pp. 7886
    • Valiantzas, J.D.1
  • 5
    • 0035389206 scopus 로고    scopus 로고
    • New algorithm for hydraulic calculation in irrigation laterals
    • Vallesquino, P., and Luque-Escamilla, P. L. (2001). “New algorithm for hydraulic calculation in irrigation laterals.” J. Irrig. Drain. Eng., 127(4), 254-260.
    • (2001) J. Irrig. Drain. Eng , vol.127 , Issue.4 , pp. 254-260
    • Vallesquino, P.1    Luque-Escamilla, P.L.2
  • 6
    • 0002886988 scopus 로고
    • Energy gradient line approach for direct hydraulic calculation in drip irrigation design
    • Wu, I. P. (1992). “Energy gradient line approach for direct hydraulic calculation in drip irrigation design.” Irrig. Sci., 13, 21-29.
    • (1992) Irrig. Sci , vol.13 , pp. 21-29
    • Wu, I.P.1
  • 7
    • 1242272227 scopus 로고    scopus 로고
    • Comparative analysis of hydraulic calculation methods in design of microirrigation laterals
    • 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.
    • (2004) J. Irrig. Drain. Eng , vol.130 , Issue.3 , pp. 201-217
    • Yildirim, G.1    Agiralioglu, N.2
  • 8
    • 10744232606 scopus 로고    scopus 로고
    • Linear solution for hydraulic analysis of tapered microirrigation laterals
    • Yildirim, G., and Agiralioglu, N. (2004b). “Linear solution for hydraulic analysis of tapered microirrigation laterals.” J. Irrig. Drain. Eng., 130(1), 78-87.
    • (2004) J. Irrig. Drain. Eng , vol.130 , Issue.1 , pp. 78-87
    • Yildirim, G.1    Agiralioglu, N.2
  • 9
    • 85001836758 scopus 로고    scopus 로고
    • Discussion of ‘Continuous outflow variation along irrigation laterals: Effect of the number of outlets,’ by John D. Valiantzas
    • Yildirim, G., and Agiralioglu, N. (2003a). “Discussion of ‘Continuous outflow variation along irrigation laterals: Effect of the number of outlets,’ by John D. Valiantzas.” J. Irrig. Drain. Eng., 129(5), 382-386.
    • (2003) J. Irrig. Drain. Eng , vol.129 , Issue.5 , pp. 382-386
    • Yildirim, G.1    Agiralioglu, N.2
  • 10
    • 85001740691 scopus 로고    scopus 로고
    • Discussion of ‘New algorithm for hydraulic calculation in irrigation laterals,’ by Pedro Vall- esquino and Pedro L. Luque-Escamilla
    • Yildirim, G., and Agiralioglu, N. (2003b). “Discussion of ‘New algorithm for hydraulic calculation in irrigation laterals,’ by Pedro Vall- esquino and Pedro L. Luque-Escamilla.” J. Irrig. Drain. Eng., 129(2), 142-143.
    • (2003) J. Irrig. Drain. Eng , vol.129 , Issue.2 , pp. 142-143
    • Yildirim, G.1    Agiralioglu, N.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.