2016
DOI: 10.1016/j.isatra.2016.03.010
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Dual mode adaptive fractional order PI controller with feedforward controller based on variable parameter model for quadruple tank process

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Cited by 25 publications
(16 citation statements)
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“…The water tank system is a nonlinear plant with strong coupling and large time delay. To get the theoretical model, some assumptions have to be given as follows , and then a simplified model of the water tank system can be obtained.Assumptions. The time‐lag of the electric control valves is ignored. The coupling between the inlet flows of Tank I and Tank II is ignored. α 1 and α 2 in (2) are simplified as constants. β 1 and β 2 in (3) are also simplified as constants. First, considering the mass balance , the dynamic equation of each tank can be given as {,centerdy1dt=1S1(),Qi1Qo12.25emcenterdy2dt=1S2(),Qi2+Qo1Qo2 where y 1 and y 2 are the liquid levels, S 1 and S 2 are the cross‐sectional areas, Q i 1 and Q i 2 are the inlet liquid flow rates, Q o 1 and Q o 2 are the outlet liquid flow rates of Tank I and Tank II, respectively.…”
Section: Modeling Of Water Tank Systemmentioning
confidence: 99%
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“…The water tank system is a nonlinear plant with strong coupling and large time delay. To get the theoretical model, some assumptions have to be given as follows , and then a simplified model of the water tank system can be obtained.Assumptions. The time‐lag of the electric control valves is ignored. The coupling between the inlet flows of Tank I and Tank II is ignored. α 1 and α 2 in (2) are simplified as constants. β 1 and β 2 in (3) are also simplified as constants. First, considering the mass balance , the dynamic equation of each tank can be given as {,centerdy1dt=1S1(),Qi1Qo12.25emcenterdy2dt=1S2(),Qi2+Qo1Qo2 where y 1 and y 2 are the liquid levels, S 1 and S 2 are the cross‐sectional areas, Q i 1 and Q i 2 are the inlet liquid flow rates, Q o 1 and Q o 2 are the outlet liquid flow rates of Tank I and Tank II, respectively.…”
Section: Modeling Of Water Tank Systemmentioning
confidence: 99%
“…To get the theoretical model, some assumptions have to be given as follows , and then a simplified model of the water tank system can be obtained.Assumptions. The time‐lag of the electric control valves is ignored. The coupling between the inlet flows of Tank I and Tank II is ignored. α 1 and α 2 in (2) are simplified as constants. β 1 and β 2 in (3) are also simplified as constants. First, considering the mass balance , the dynamic equation of each tank can be given as {,centerdy1dt=1S1(),Qi1Qo12.25emcenterdy2dt=1S2(),Qi2+Qo1Qo2 where y 1 and y 2 are the liquid levels, S 1 and S 2 are the cross‐sectional areas, Q i 1 and Q i 2 are the inlet liquid flow rates, Q o 1 and Q o 2 are the outlet liquid flow rates of Tank I and Tank II, respectively. According to Bernoulli's law for a non‐viscous, incompressible fluid in steady flow, the following simplified equations can be obtained under the assumptions above {,centerQi1=α1u1centerQi2=α2u20.25em where u 1 (0% ~ 100%) and u 2 (0% ~ 100%) are the opening of the electric valves Ev I and Ev II, respectively; α 1 , α 2 are proportionality factors that depend on the coefficients of the electric control valves Ev I and Ev II, the pumping frequency, and the liquid level in Tank III, etc; and {,centerQo1=k1s12gy1=β...…”
Section: Modeling Of Water Tank Systemmentioning
confidence: 99%
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