Open Access
MATEC Web Conf.
Volume 246, 2018
2018 International Symposium on Water System Operations (ISWSO 2018)
Article Number 01041
Number of page(s) 6
Section Main Session: Water System Operations
Published online 07 December 2018
  1. G. Belaud, X. Litrico, A. J. Clemmens, “Response Time of a Canal Pool for Scheduled Water Delivery.” Journal of Irrigation and Drainage Engineering 139, 4: 300-308 (2013) [Google Scholar]
  2. J. Schuurmans, A. J. Clemmens, S. Dijkstra, A. Hof, R. Brouwer, “Modelling of Irrigation and Drainage Canals for Controller Design” Journal of Irrigation and Drainage Engineering 125, 6: 338-344 (1999) [CrossRef] [Google Scholar]
  3. X. Litrico, P. O. Malaterre, J. P. Baume, P. Y. Vion, J. Ribot Bruno, “Automatic Tuning of PI Controllers for an Irrigation Canal Pool” Journal of Irrigation and Drainage Engineering 133, 1: 27-37 (2007) [Google Scholar]
  4. A. J. Clemmens, R. J. Strand, “Downstream-Water-Level Control Test Results on the WM Lateral Canal.” Journal of Irrigation and Drainage Engineering 136, 7: 460-469 (2010). [Google Scholar]
  5. X. Litrico, V. Fromion, “Simplified Modelling of Irrigation Canals for Controller Design” Journal of Irrigation and Drainage Engineering 130, 5: 373-383 (2004) [CrossRef] [Google Scholar]
  6. A. J. Clemmens, X. Tian, P. J. Overloop, X. Litrico, “Integrator Delay Zero Model for Design of Upstream Water-Level Controllers”, Journal Of Irrigation And Drainage Engineering 143, 3: (2017) [Google Scholar]
  7. Lian Jijian, Wang Jun, Wan Wuyi, Wang Yuncang, “Calculations of Hydraulic Transient for Complex Water Supply Systems by Using Characteristic Method with Variable Time Steps”, Water Resources and Hydropower Engineering 34, 9:12-14 (2003) [Google Scholar]
  8. Mu Xiangpeng, Lian Jijian, Liu Hanhe, “Comparison and Applicability Analysis of Numerical Methods for Transient of Complex Water Diversion System”, Journal of Tianjin University 41, 5: 515-521 (2008) [Google Scholar]
  9. Yang Kailin, Wu Huanying, Jiang Yunnu, “Numerical Simulation of Hydraulic Transients in Conduit Networks for Water Transfer with Retaining Weirs”, Journal of Hydraulic Engineering 38, 3: 306-311 (2007) [Google Scholar]
  10. Peng Xinmin, Mu Xiangpeng, Wan Wuyi, “Influence of Head Pressure and Pipe Characteristic on the Change of Water Hammer Wave Speed”, Water Resources and Hydropower Engineering 35, 11:84-86 (2004) [Google Scholar]
  11. M. Fuamba, “Contribution on transient flow modelling in storm sewers”, Journal of Hydraulic Research 40, 6: 685-693 (2015) [Google Scholar]
  12. A. Malekpour, B. W. Karney, “A Non-oscillatory Preissmann Slot Method Based Numerical Model”, Procedia Engineering, 89: 1366-1373 (2014) [CrossRef] [Google Scholar]
  13. A. Maranzoni, S. Dazzi, F. Aureli, P. Mignosa, “Extension and application of the Preissmann slot model to 2D transient mixed flows”, Advances in Water Resources 82: 70-82 (2015) [CrossRef] [Google Scholar]
  14. A. S. León, M. S. Ghidaoui, A. R. Schmidt, M. H. García, “Application of Godunov-type schemes to transient mixed flows”. Journal of Hydraulic Research 48, 5: 686-688 (2010) [CrossRef] [Google Scholar]
  15. EF. Toro, Shock Capturing Methods for Free-Surface Shallow Flows, John Wiley, 2001: 566-571. [Google Scholar]

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