1994
DOI: 10.1080/00207179408923105
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Model-predictive control of a combined sewer system

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Cited by 87 publications
(89 citation statements)
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“…According to [40], different assumptions can be done for the rain prediction when an optimal control law is used in the RTC of sewer networks. Results show that the assumption of constant rain over a short prediction horizon gives results that can be compared with the assumption of known rain over the considered horizon, confirming similar results reported in [35,41]. In the latter case, matrix A d can be set as an identity matrix of suitable dimensions.…”
Section: 12supporting
confidence: 69%
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“…According to [40], different assumptions can be done for the rain prediction when an optimal control law is used in the RTC of sewer networks. Results show that the assumption of constant rain over a short prediction horizon gives results that can be compared with the assumption of known rain over the considered horizon, confirming similar results reported in [35,41]. In the latter case, matrix A d can be set as an identity matrix of suitable dimensions.…”
Section: 12supporting
confidence: 69%
“…This behavior and other particular hybrid phenomena/elements of sewer systems that depend on system state can be conveniently modeled using the MLD form introduced in Section 3.1. A calibrated and validated MLD model of this system, including all intrinsic operating modes, is available as well as rain * * Virtual tank is a concept related to the volume of sewage that, at any given time, is stored inside the mains associated with a determined subcatchment of the sewer network [35]. Figure 9.…”
Section: 12mentioning
confidence: 99%
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“…At each time instant, the stored volumes in all the gathered elements represent the volume of water contained in the corresponding virtual repository [115]. Outflows are assumed to be nonlinear in [115], and linear with respect to tank volumes in [11]. The sewage volume is computed via the mass balance of the stored volume, the inflows, and the outflows [10,11].…”
Section: Conceptual Modelsmentioning
confidence: 99%
“…The division is made by grouping sets of elements in the network and replacing them by interconnected virtual repositories. At each time instant, the stored volumes in all the gathered elements represent the volume of water contained in the corresponding virtual repository [115]. Outflows are assumed to be nonlinear in [115], and linear with respect to tank volumes in [11].…”
Section: Conceptual Modelsmentioning
confidence: 99%