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2015 | OriginalPaper | Buchkapitel

6. Transport of Water versus Particular Transport in Open-Channel Networks

verfasst von : G. Belaud, X. Litrico

Erschienen in: Transport of Water versus Transport over Water

Verlag: Springer International Publishing

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Abstract

Hydraulic performance has largely benefited from recent advances in canal control. Nonetheless, taking account of water quality criteria at the same time is more challenging due to longer delay times for particular transport than for wave transport, and to poorly quantified interactions between flow and substratum. This chapter is first illustrated with a typical situation where both water quality and discharge are expected to be controlled. Different approaches of modeling are then introduced, leading to the definition of different delay times that must be considered in the perspective of real-time control. Open-loop and closed-loop control strategies of water quality in open-channels are finally presented and discussed. Research perspectives are suggested regarding combined hydraulic and water quality control.

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Literatur
1.
Zurück zum Zitat Belaud G, Baume J-P. Maintaining equity in a surface irrigation network affected by silt deposition. J Irrig Drain Eng. 2002;128(5):316–325.CrossRef Belaud G, Baume J-P. Maintaining equity in a surface irrigation network affected by silt deposition. J Irrig Drain Eng. 2002;128(5):316–325.CrossRef
2.
Zurück zum Zitat Belaud G, Litrico X, Clemmens AJ. Response Time of a Canal Pool for Scheduled Water Delivery. J Irrig Drain Eng. 2013;139(4):300–308.CrossRef Belaud G, Litrico X, Clemmens AJ. Response Time of a Canal Pool for Scheduled Water Delivery. J Irrig Drain Eng. 2013;139(4):300–308.CrossRef
3.
Zurück zum Zitat Clemmens AJ, Kacerek TF, Grawitz B, Schuurmans W. Test cases for canal control algorithms. J Irrig Drain Eng. 1998;124(1):23–30.CrossRef Clemmens AJ, Kacerek TF, Grawitz B, Schuurmans W. Test cases for canal control algorithms. J Irrig Drain Eng. 1998;124(1):23–30.CrossRef
4.
Zurück zum Zitat Creaco E, Bertrand-Krajewski J-L. Numerical simulation of flushing effect on sewer sediments and comparison of four sediment transport formulas. J Hydraul Res. 2009;47(2):195–202.CrossRef Creaco E, Bertrand-Krajewski J-L. Numerical simulation of flushing effect on sewer sediments and comparison of four sediment transport formulas. J Hydraul Res. 2009;47(2):195–202.CrossRef
5.
Zurück zum Zitat Cunge JA, Holly FM, Vervey A. Practical aspects of computanional river hydraulics. Boston: Pitman; 1980. Cunge JA, Holly FM, Vervey A. Practical aspects of computanional river hydraulics. Boston: Pitman; 1980.
6.
Zurück zum Zitat Fovet O, Belaud G, Litrico X, Charpentier S, Bertrand C, Dollet P, Hugodot C. A model for fixed algae management in open-channels using flushing flows. River Res Appl 2012;28(7):960–972.CrossRef Fovet O, Belaud G, Litrico X, Charpentier S, Bertrand C, Dollet P, Hugodot C. A model for fixed algae management in open-channels using flushing flows. River Res Appl 2012;28(7):960–972.CrossRef
7.
Zurück zum Zitat Fovet O, Litrico X, Belaud G. Turbidity management during flushing-flows: a model for open-loop control. Adv Water Res. 2012;39:7–17.CrossRef Fovet O, Litrico X, Belaud G. Turbidity management during flushing-flows: a model for open-loop control. Adv Water Res. 2012;39:7–17.CrossRef
8.
Zurück zum Zitat Fovet O, Litrico X, Belaud G, Genthon O. Adaptive control of algae detachment in regulated canal networks. J Hydroinformatics 2013;15(2):321–334.CrossRef Fovet O, Litrico X, Belaud G, Genthon O. Adaptive control of algae detachment in regulated canal networks. J Hydroinformatics 2013;15(2):321–334.CrossRef
9.
Zurück zum Zitat Labiod C, Godillot R, Caussade B. The relationship between stream periphyton dynamics and near-bed turbulence in rough open-channel flow. Ecol Model. 2007;209:78–96.CrossRef Labiod C, Godillot R, Caussade B. The relationship between stream periphyton dynamics and near-bed turbulence in rough open-channel flow. Ecol Model. 2007;209:78–96.CrossRef
10.
Zurück zum Zitat Litrico X, Fromion V. Frequency modeling of open channel flow. J Hydraul Eng 2004;130(8):806–815.CrossRef Litrico X, Fromion V. Frequency modeling of open channel flow. J Hydraul Eng 2004;130(8):806–815.CrossRef
11.
Zurück zum Zitat Malaterre P-O, Rogers DC, Schuurmans J. Classification of canal control algorithms. J Irrig Drain Eng. 1998;124(1):3–10.CrossRef Malaterre P-O, Rogers DC, Schuurmans J. Classification of canal control algorithms. J Irrig Drain Eng. 1998;124(1):3–10.CrossRef
12.
Zurück zum Zitat Nepf H. Hydrodynamics of vegetated channels. J Hydraul Res. 2012;50(3):262–279.CrossRef Nepf H. Hydrodynamics of vegetated channels. J Hydraul Res. 2012;50(3):262–279.CrossRef
13.
Zurück zum Zitat Rabbani T, Munier S, Dorchies D, Malaterre P-O, Bayen A, Litrico X. Flatness-based control of open-channel flow in an irrigation canal using SCADA [applications of control]. Control Syst IEEE. 2009;29(5):22–30.CrossRef Rabbani T, Munier S, Dorchies D, Malaterre P-O, Bayen A, Litrico X. Flatness-based control of open-channel flow in an irrigation canal using SCADA [applications of control]. Control Syst IEEE. 2009;29(5):22–30.CrossRef
14.
Zurück zum Zitat Strelkoff T, Deltour J-L, Burt C, Clemmens AJ, Baume J-P. Influence of canal geometry and dynamics on controllability. J Irrig Drain Eng. 1998;124(1):16–22.CrossRef Strelkoff T, Deltour J-L, Burt C, Clemmens AJ, Baume J-P. Influence of canal geometry and dynamics on controllability. J Irrig Drain Eng. 1998;124(1):16–22.CrossRef
15.
Zurück zum Zitat Wu W. Computational river dynamics. London: Taylor & Francis; 2008. Wu W. Computational river dynamics. London: Taylor & Francis; 2008.
16.
Zurück zum Zitat Xu M. Real-time control of combined water quantity & quality in open channels. PhD thesis, TU Delft; 2013. Xu M. Real-time control of combined water quantity & quality in open channels. PhD thesis, TU Delft; 2013.
Metadaten
Titel
Transport of Water versus Particular Transport in Open-Channel Networks
verfasst von
G. Belaud
X. Litrico
Copyright-Jahr
2015
DOI
https://doi.org/10.1007/978-3-319-16133-4_6