Abstract
This paper propose an Hybrid Bond Graph modeling of the cement water treatment process. The description of this complex process highlights the diversity of physical phenomena which leads to the interaction between several domains such as hydraulic, chemical, electrical, etc. An experimental characterization of the system is performed in order to assess the validated bond graph model of the studied process. The simulation results obtained from this elaborated model reveal a significant conformity compared to the experimental results.
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Appendix
Appendix
Variables | Description | Value | Unit |
|---|---|---|---|
ARaw Tank | Surface of Raw Tank | 100 | [m2] |
ACooling Water Tank | Surface of Cooling Water Tank | 42 | [m2] |
ACooling Tower | Surface of Cooling Tower | 12.5 | [m2] |
QBf | Flux of first filter before filtering | 36 | [m3/h] |
Flux of second filter before filtering | 36 | [m3/h] | |
QAf | Flux of first filter after filtering | 30.1 | [m3/h] |
Flux of second after filtering | 35.3 | [m3/h] | |
Pump of raw water 761.WP110 | |||
Pp | Pressure of pump | 3 | Bar |
Ω | Rotation speed of pump | 1863 | rpm |
Moto-pump of RO 761WP151 | |||
Pp | Pressure of pump | 23 | Bar |
Ω | Rotation speed of pump | 2950 | rpm |
Pump of cooling Tower 762WP110 | |||
Pp | Pressure of pump | 1.9 | Bar |
Ω | Rotation speed of pump | 966 | rpm |
Moto-pump of distribution (762WP210) | |||
Pressure of pump | Pressure of pump | 6 | Bar |
Ω | Rotation speed of pump | 2955 | rpm |
Cooling Tower | |||
Qfout | Water flow out of cooling Tower | 265 | [m3/h] |
Tin | Water inlet temperature | 50 | °C |
Tout | Water outlet temperature | 35 | °C |
Qevaporation | Evaporation flow | 6.4 | [m3/h] |
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Fathallah, E., Zanzouri, N. (2019). Cement Water Treatment Process Modeling Hybrid Bond Graph. In: Chadli, M., Bououden, S., Ziani, S., Zelinka, I. (eds) Advanced Control Engineering Methods in Electrical Engineering Systems. ICEECA 2017. Lecture Notes in Electrical Engineering, vol 522. Springer, Cham. https://doi.org/10.1007/978-3-319-97816-1_11
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DOI: https://doi.org/10.1007/978-3-319-97816-1_11
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