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Volumn , Issue , 2010, Pages 1862-1867

Modelling of river for control design

Author keywords

[No Author keywords available]

Indexed keywords

CONTROL DESIGN; EXPERIMENTAL VALIDATIONS; RIVER MODEL; SAINT VENANT EQUATION; SHOW THROUGH; SIMULATION EXAMPLE; SYSTEM IDENTIFICATION TECHNIQUES; TIME DELAY MODEL; WATER DISTRIBUTIONS;

EID: 78649400659     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1109/CCA.2010.5611337     Document Type: Conference Paper
Times cited : (7)

References (25)
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    • X. Litrico, V. Fromion, J.-P. Baume, C. Arranja and M. Rijo, "Experimental validation of a methodology to control irrigation canals based on Saint Venant equations", Control Engineering Practice, vol. 13, no. 11, pp. 1425-1437, 2005.
    • (2005) Control Engineering Practice , vol.13 , Issue.11 , pp. 1425-1437
    • Litrico, X.1    Fromion, V.2    Baume, J.-P.3    Arranja, C.4    Rijo, M.5
  • 5
    • 0032125266 scopus 로고    scopus 로고
    • PILOTE: Linear quadratic optimal controller for irrigation canal
    • P.O. Malaterre, "PILOTE: Linear quadratic optimal controller for irrigation canal", ASCE Journal of Irrigation and Drainage, vol. 124, no. 4, pp. 187-194, 1998.
    • (1998) ASCE Journal of Irrigation and Drainage , vol.124 , Issue.4 , pp. 187-194
    • Malaterre, P.O.1
  • 9
  • 11
    • 43849106978 scopus 로고    scopus 로고
    • Control design for an irrigation channel from physical data
    • S.K. Ooi and E. Weyer, "Control design for an irrigation channel from physical data", Control Engineering Practice, vol. 16, no. 9, pp. 1132-1150, 2008.
    • (2008) Control Engineering Practice , vol.16 , Issue.9 , pp. 1132-1150
    • Ooi, S.K.1    Weyer, E.2
  • 12
    • 0003767428 scopus 로고
    • Prentice Hall, Englewood Cliffs, NJ
    • M. Chaudhry, Open-channel flow, Prentice Hall, Englewood Cliffs, NJ, 1993.
    • (1993) Open-channel Flow
    • Chaudhry, M.1
  • 13
    • 0035671002 scopus 로고    scopus 로고
    • System identification of an open water channel
    • E. Weyer, "System identification of an open water channel", Control Engineering Practice, vol. 9, pp. 1289-1299, 2001.
    • (2001) Control Engineering Practice , vol.9 , pp. 1289-1299
    • Weyer, E.1
  • 15
    • 34047208934 scopus 로고    scopus 로고
    • Modeling and identification of the Sevier river system
    • Minneapolis, USA
    • M. Maxwell and S. Warnick, "Modeling and identification of the Sevier River system", Proceedings of the American Control Conference, Minneapolis, USA, pp. 5342-5347, 2006.
    • (2006) Proceedings of the American Control Conference , pp. 5342-5347
    • Maxwell, M.1    Warnick, S.2
  • 17
    • 0033229929 scopus 로고    scopus 로고
    • Robust continuous-time and discretetime flow control of a dam-river system. (I) Modelling
    • X. Litrico and D. Georges, "Robust continuous-time and discretetime flow control of a dam-river system. (I) Modelling", Applied Mathematical Modelling, vol. 23, pp. 809-827, 1999.
    • (1999) Applied Mathematical Modelling , vol.23 , pp. 809-827
    • Litrico, X.1    Georges, D.2
  • 20
    • 78649392841 scopus 로고    scopus 로고
    • Report of the broken river scientific panel on the environmental condition and flow in the broken river and broken creek
    • Cooperative Research Centre for Freshwater Ecology, Australia
    • P. Cottingham, M. Stewardson, J. Roberts, L. Metzeling, P. Humphries, T. Hillman and G. Hannan, "Report of the Broken River scientific panel on the environmental condition and flow in the Broken River and Broken Creek", Technical report, Cooperative Research Centre for Freshwater Ecology, University of Canberra, Australia, 2001.
    • (2001) Technical Report, University of Canberra
    • Cottingham, P.1    Stewardson, M.2    Roberts, J.3    Metzeling, L.4    Humphries, P.5    Hillman, T.6    Hannan, G.7
  • 22


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.