2022
DOI: 10.1016/j.jhydrol.2022.128559
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Calibration-free approach to reactive real-time control of stormwater storages

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Cited by 7 publications
(3 citation statements)
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“…The peak flow control rules are implemented for the four tanks near the outlets (Equation 8). If the outfall flow rate (Q t ) exceeds the user-defined target peak flow (i.e., QT ), the inlet orifices of tanks T3 toT6 are opened to intercept water, following rules similar to those developed by Liang et al (2022). All these scenarios were simulated using the reference model to ensure a consistent operating environment, including the MPC scenarios where decision outputs from the swmm_mpc were copied to the reference model.…”
Section: Scenarios Developmentmentioning
confidence: 99%
“…The peak flow control rules are implemented for the four tanks near the outlets (Equation 8). If the outfall flow rate (Q t ) exceeds the user-defined target peak flow (i.e., QT ), the inlet orifices of tanks T3 toT6 are opened to intercept water, following rules similar to those developed by Liang et al (2022). All these scenarios were simulated using the reference model to ensure a consistent operating environment, including the MPC scenarios where decision outputs from the swmm_mpc were copied to the reference model.…”
Section: Scenarios Developmentmentioning
confidence: 99%
“…For a detention pond, the control rules (Table 3) alter the control object's (here, an orifice) state by adjusting the attribute values (here, the opening degree or percentage [26]). For instance, when the water depth of the detention pond is less than 0.5 m, the opening of the orifice R1 is 0; that is, the orifice R1 is closed; when the water depth is between 0.5 m and 2 m, the opening of the orifice R1 is 20%.…”
Section: Detention Pond Simulation In Stormwater Management Modelmentioning
confidence: 99%
“…In response, there has been increasing interest in the development of more adaptive flood mitigation options [16][17][18][19][20][21][22][23][24][25]. In contrast with structural measures, many of the options that are considered to be more adaptive belong to the class of green and blue infrastructure, or nature-based solutions (NBSs), which use natural elements to reduce water depths and flow speeds within a certain area by mimicking the effects of vegetation and soil characteristics on floods and their distribution [26][27][28][29][30].…”
Section: Introductionmentioning
confidence: 99%