BlueM.MPC - Revision history

Froehlich: Notice for discontinuation of development

2018-04-08T09:21:13Z

Notice for discontinuation of development

← Older revision		Revision as of 02:21, 8 April 2018
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	__NOTOC__		__NOTOC__
	{{BlueM.MPC nav }}		{{BlueM.MPC nav }}

	[[File:BlueMMPC_UserForm.png\|thumb\|User form of BlueM.MPC]]		[[File:BlueMMPC_UserForm.png\|thumb\|User form of BlueM.MPC]]
	==Description==		==Description==
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	==Literature==		==Literature==
	<references/>		<references/>

			<div class="achtung">'''Note:''' Development of BlueM.MPC has been discontinued!</div>

			[[Category:BlueM.MPC]]

Admin at 11:30, 20 December 2010

2010-12-20T11:30:45Z

← Older revision		Revision as of 04:30, 20 December 2010
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	==Application==		==Application==
	* Goto section '''[[BlueM.MPC application]]'''		See section '''[[BlueM.MPC application]]'''

	==Theory==		==Theory==
	* Goto section '''[[BlueM.MPC theory]]'''		See section '''[[BlueM.MPC theory]]'''

	==Literature==		==Literature==
	<references/>		<references/>

Admin at 11:29, 20 December 2010

2010-12-20T11:29:16Z

← Older revision		Revision as of 04:29, 20 December 2010
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	==Application==		==Application==
	* '''[[BlueM.MPC application\|BlueM.MPC ~~User Manual~~]]'''		* Goto section '''[[BlueM.MPC application]]'''

			==Theory==
			* Goto section '''[[BlueM.MPC theory]]'''

	==Literature==		==Literature==
	<references/>		<references/>

Admin: BlueM.MPC nav hinzugefuegt

2010-12-20T11:04:30Z

BlueM.MPC nav hinzugefuegt

← Older revision		Revision as of 04:04, 20 December 2010
Line 1:		Line 1:
	__NOTOC__		__NOTOC__
			{{BlueM.MPC nav }}
	[[File:BlueMMPC_UserForm.png\|thumb\|User form of BlueM.MPC]]		[[File:BlueMMPC_UserForm.png\|thumb\|User form of BlueM.MPC]]
	==Description==		==Description==

Admin at 12:19, 15 December 2010

2010-12-15T12:19:29Z

← Older revision		Revision as of 05:19, 15 December 2010
Line 18:		Line 18:
	==Application==		==Application==
	* '''[[BlueM.MPC application\|BlueM.MPC User Manual]]'''		* '''[[BlueM.MPC application\|BlueM.MPC User Manual]]'''
	* Documentation of the [[BlueM.MPC input files\|input files]]
	* Documentation of the [[BlueM.MPC output files\|output files]]

	==Literature==		==Literature==
	<references/>		<references/>

Heusch: /* Model Predictive Control (MPC) of urban drainage systems */

2010-12-15T11:36:20Z

Model Predictive Control (MPC) of urban drainage systems

← Older revision		Revision as of 04:36, 15 December 2010
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	3. Application of optimization algorithms to calculate optimal control settings.		3. Application of optimization algorithms to calculate optimal control settings.

	For the operation of urban drainage systems only view MPC systems are in operation. Off-line control systems are much more popular. The best known MPC system is the control system of the Quebec Urban Community (QUC) in Canada which is operation since 1999 ({{:Literatur:Pleau-et-al_2005}}). MPC applications of sewer networks are so far not popular since the control constraints (i.e. the available time to calculate control decisions) place restrictions on the degree of sophistication of the process model and the optimization algorithm. In many other technical disciplines MPC is based on linear models. But flow processes in sewer network are highly nonlinear and the proper mathematical description of these processes is based on hyperbolic differential equations. The application of simplified flow routing models is possible but the ability to simulate flows correctly has to be questioned. Further information on ~~the application of~~ MPC systems is given in {{:Literatur:Rauch-Harremoes_1999}} and {{:Literatur:Pirsing-et-al_2006}}.		For the operation of urban drainage systems only view MPC systems are in operation. Off-line control systems are much more popular. The best known MPC system is the control system of the Quebec Urban Community (QUC) in Canada which is operation since 1999 ({{:Literatur:Pleau-et-al_2005}}). MPC applications of sewer networks are so far not popular since the control constraints (i.e. the available time to calculate control decisions) place restrictions on the degree of sophistication of the process model and the optimization algorithm. In many other technical disciplines MPC is based on linear models. But flow processes in sewer network are highly nonlinear and the proper mathematical description of these processes is based on hyperbolic differential equations. The application of simplified flow routing models is possible but the ability to simulate flows correctly has to be questioned. Further information on MPC applications for urban drainage systems is given in {{:Literatur:Rauch-Harremoes_1999}} and {{:Literatur:Pirsing-et-al_2006}}.

	==Application==		==Application==

Heusch: /* Model Predictive Control (MPC) of urban drainage systems */

2010-12-15T11:35:35Z

Model Predictive Control (MPC) of urban drainage systems

← Older revision		Revision as of 04:35, 15 December 2010
Line 14:		Line 14:
	3. Application of optimization algorithms to calculate optimal control settings.		3. Application of optimization algorithms to calculate optimal control settings.

	For the operation of urban drainage systems only view MPC systems are in operation. Off-line control systems are much more popular. The best known MPC system is the control system of the Quebec Urban Community (QUC) in Canada which is operation since 1999 ({{:Literatur:Pleau-et-al_2005}}). MPC applications of sewer networks are so far not popular since the control constraints (i.e. the available time to calculate control decisions) place restrictions on the degree of sophistication of the process model and the optimization algorithm. In many other technical disciplines MPC is based on linear models. But flow processes in sewer network are highly nonlinear and the proper mathematical description of these processes is based on hyperbolic differential equations. The application of simplified flow routing models is possible but the ability to simulate flows correctly has to be questioned. Further information is given in {{:Literatur:Rauch-Harremoes_1999}} and {{:Literatur:Pirsing-et-al_2006}}.		For the operation of urban drainage systems only view MPC systems are in operation. Off-line control systems are much more popular. The best known MPC system is the control system of the Quebec Urban Community (QUC) in Canada which is operation since 1999 ({{:Literatur:Pleau-et-al_2005}}). MPC applications of sewer networks are so far not popular since the control constraints (i.e. the available time to calculate control decisions) place restrictions on the degree of sophistication of the process model and the optimization algorithm. In many other technical disciplines MPC is based on linear models. But flow processes in sewer network are highly nonlinear and the proper mathematical description of these processes is based on hyperbolic differential equations. The application of simplified flow routing models is possible but the ability to simulate flows correctly has to be questioned. Further information on the application of MPC systems is given in {{:Literatur:Rauch-Harremoes_1999}} and {{:Literatur:Pirsing-et-al_2006}}.

	==Application==		==Application==

Heusch at 09:47, 15 December 2010

2010-12-15T09:47:55Z

← Older revision		Revision as of 02:47, 15 December 2010
Line 14:		Line 14:
	3. Application of optimization algorithms to calculate optimal control settings.		3. Application of optimization algorithms to calculate optimal control settings.

	For the operation of urban drainage systems only view MPC systems are in operation. Off-line control systems are much more popular. The best known MPC system is the control system of the Quebec Urban Community (QUC) in Canada which is operation since 1999 {{:Literatur:Pleau-et-al_2005}}. MPC applications of sewer networks are so far not popular since the control constraints (i.e. the available time to calculate control decisions) place restrictions on the degree of sophistication of the process model and the optimization algorithm. In many other technical disciplines MPC is based on linear models. But flow processes in sewer network are highly nonlinear and the proper mathematical description of these processes is based on hyperbolic differential equations. The application of simplified flow routing models is possible but the ability to simulate flows correctly has to be questioned. Further information is given in {{:Literatur:Rauch-Harremoes_1999}} and {{:Literatur:Pirsing-et-al_2006}}.		For the operation of urban drainage systems only view MPC systems are in operation. Off-line control systems are much more popular. The best known MPC system is the control system of the Quebec Urban Community (QUC) in Canada which is operation since 1999 ({{:Literatur:Pleau-et-al_2005}}). MPC applications of sewer networks are so far not popular since the control constraints (i.e. the available time to calculate control decisions) place restrictions on the degree of sophistication of the process model and the optimization algorithm. In many other technical disciplines MPC is based on linear models. But flow processes in sewer network are highly nonlinear and the proper mathematical description of these processes is based on hyperbolic differential equations. The application of simplified flow routing models is possible but the ability to simulate flows correctly has to be questioned. Further information is given in {{:Literatur:Rauch-Harremoes_1999}} and {{:Literatur:Pirsing-et-al_2006}}.

	==Application==		==Application==

Heusch at 09:43, 15 December 2010

2010-12-15T09:43:58Z

← Older revision		Revision as of 02:43, 15 December 2010
Line 14:		Line 14:
	3. Application of optimization algorithms to calculate optimal control settings.		3. Application of optimization algorithms to calculate optimal control settings.

	For the operation of urban drainage systems only view MPC systems are in operation. Off-line control systems are much more popular. The best known MPC system is the control system of the Quebec Urban Community (QUC) in Canada which is operation since 1999 {{:Literatur:Pleau-et-al_2005}}. MPC applications of sewer networks are so far not popular since the control constraints (i.e. the available time to calculate control decisions) place restrictions on the degree of sophistication of the process model and the optimization algorithm. In many other technical disciplines MPC is based on linear models. But flow processes in sewer network are highly nonlinear and the proper mathematical description of these processes is based on hyperbolic differential equations. The application of simplified flow routing models is possible but the ability to simulate flows correctly has to be questioned. Further information is given in ~~Rauch and Harremoes (1999)~~ {{:Literatur:~~Pleau~~-Harremoes_1999}} and ~~Pirsing et al. (2006)~~ {{:Literatur:Pirsing-et-al_2006}}.		For the operation of urban drainage systems only view MPC systems are in operation. Off-line control systems are much more popular. The best known MPC system is the control system of the Quebec Urban Community (QUC) in Canada which is operation since 1999 {{:Literatur:Pleau-et-al_2005}}. MPC applications of sewer networks are so far not popular since the control constraints (i.e. the available time to calculate control decisions) place restrictions on the degree of sophistication of the process model and the optimization algorithm. In many other technical disciplines MPC is based on linear models. But flow processes in sewer network are highly nonlinear and the proper mathematical description of these processes is based on hyperbolic differential equations. The application of simplified flow routing models is possible but the ability to simulate flows correctly has to be questioned. Further information is given in {{:Literatur:Rauch-Harremoes_1999}} and {{:Literatur:Pirsing-et-al_2006}}.

	==Application==		==Application==

Heusch at 09:35, 15 December 2010

2010-12-15T09:35:55Z

← Older revision		Revision as of 02:35, 15 December 2010
Line 14:		Line 14:
	3. Application of optimization algorithms to calculate optimal control settings.		3. Application of optimization algorithms to calculate optimal control settings.

	For the operation of urban drainage systems only view MPC systems are in operation. Off-line control systems are much more popular. The best known MPC system is the control system of the Quebec Urban Community (QUC) in Canada which is operation since 1999 {{:Literatur:Pleau-et-al_2005}}. MPC applications of sewer networks are so far not popular since the control constraints (i.e. the available time to calculate control decisions) place restrictions on the degree of sophistication of the process model and the optimization algorithm. In many other technical disciplines MPC is based on linear models. But flow processes in sewer network are highly nonlinear and the proper mathematical description of these processes is based on hyperbolic differential equations. The application of simplified flow routing models is possible but the ability to simulate flows correctly has to be questioned.		For the operation of urban drainage systems only view MPC systems are in operation. Off-line control systems are much more popular. The best known MPC system is the control system of the Quebec Urban Community (QUC) in Canada which is operation since 1999 {{:Literatur:Pleau-et-al_2005}}. MPC applications of sewer networks are so far not popular since the control constraints (i.e. the available time to calculate control decisions) place restrictions on the degree of sophistication of the process model and the optimization algorithm. In many other technical disciplines MPC is based on linear models. But flow processes in sewer network are highly nonlinear and the proper mathematical description of these processes is based on hyperbolic differential equations. The application of simplified flow routing models is possible but the ability to simulate flows correctly has to be questioned. Further information is given in Rauch and Harremoes (1999) {{:Literatur:Pleau-Harremoes_1999}} and Pirsing et al. (2006) {{:Literatur:Pirsing-et-al_2006}}.

	==Application==		==Application==