Search alternatives:
increase decrease » increased release (Expand Search), increased crash (Expand Search)
larger decrease » marked decrease (Expand Search)
increase decrease » increased release (Expand Search), increased crash (Expand Search)
larger decrease » marked decrease (Expand Search)
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5381
Dynamics of Solid–Liquid Compound Droplets on Cylindrically Concave Superhydrophobic Surfaces
Published 2025“…Results indicate that the maximum spreading diameter (β<sub>max</sub>) and the residence time of the composite droplet decrease with the increasing concavity ratio (δ) due to differences in axial and azimuthal spreading and gravity. …”
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5382
Dynamics of Solid–Liquid Compound Droplets on Cylindrically Concave Superhydrophobic Surfaces
Published 2025“…Results indicate that the maximum spreading diameter (β<sub>max</sub>) and the residence time of the composite droplet decrease with the increasing concavity ratio (δ) due to differences in axial and azimuthal spreading and gravity. …”
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5383
Dynamics of Solid–Liquid Compound Droplets on Cylindrically Concave Superhydrophobic Surfaces
Published 2025“…Results indicate that the maximum spreading diameter (β<sub>max</sub>) and the residence time of the composite droplet decrease with the increasing concavity ratio (δ) due to differences in axial and azimuthal spreading and gravity. …”
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5384
Dynamics of Solid–Liquid Compound Droplets on Cylindrically Concave Superhydrophobic Surfaces
Published 2025“…Results indicate that the maximum spreading diameter (β<sub>max</sub>) and the residence time of the composite droplet decrease with the increasing concavity ratio (δ) due to differences in axial and azimuthal spreading and gravity. …”
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5385
Dynamics of Solid–Liquid Compound Droplets on Cylindrically Concave Superhydrophobic Surfaces
Published 2025“…Results indicate that the maximum spreading diameter (β<sub>max</sub>) and the residence time of the composite droplet decrease with the increasing concavity ratio (δ) due to differences in axial and azimuthal spreading and gravity. …”
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5386
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5387
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5388
Value ranges of three representative points.
Published 2025“…Numerical experiments using actual survey data from Kunshan City yield several noteworthy findings: (1) An optimal moderate-sized time step exists for rolling optimization to minimize either the average delay time or total costs; specifically, an excessively small time step may increase vehicle average delay time or total costs; (2) The percentage of delay reduction achieved by our method, compared to Synchro software, reaches a maximum of approximately 70% when traffic demand is moderate and the initial state is low; and (3) The percentage reduction in average delay or total costs compared to Synchro initially increases and then decreases with rising traffic intensity.…”
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5389
Signalized intersection in Kunshan.
Published 2025“…Numerical experiments using actual survey data from Kunshan City yield several noteworthy findings: (1) An optimal moderate-sized time step exists for rolling optimization to minimize either the average delay time or total costs; specifically, an excessively small time step may increase vehicle average delay time or total costs; (2) The percentage of delay reduction achieved by our method, compared to Synchro software, reaches a maximum of approximately 70% when traffic demand is moderate and the initial state is low; and (3) The percentage reduction in average delay or total costs compared to Synchro initially increases and then decreases with rising traffic intensity.…”
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5390
Dynamic system state in demand scenarios 2.
Published 2025“…Numerical experiments using actual survey data from Kunshan City yield several noteworthy findings: (1) An optimal moderate-sized time step exists for rolling optimization to minimize either the average delay time or total costs; specifically, an excessively small time step may increase vehicle average delay time or total costs; (2) The percentage of delay reduction achieved by our method, compared to Synchro software, reaches a maximum of approximately 70% when traffic demand is moderate and the initial state is low; and (3) The percentage reduction in average delay or total costs compared to Synchro initially increases and then decreases with rising traffic intensity.…”
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5391
Survey data of the intersection.
Published 2025“…Numerical experiments using actual survey data from Kunshan City yield several noteworthy findings: (1) An optimal moderate-sized time step exists for rolling optimization to minimize either the average delay time or total costs; specifically, an excessively small time step may increase vehicle average delay time or total costs; (2) The percentage of delay reduction achieved by our method, compared to Synchro software, reaches a maximum of approximately 70% when traffic demand is moderate and the initial state is low; and (3) The percentage reduction in average delay or total costs compared to Synchro initially increases and then decreases with rising traffic intensity.…”
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5392
The main notations used in this paper.
Published 2025“…Numerical experiments using actual survey data from Kunshan City yield several noteworthy findings: (1) An optimal moderate-sized time step exists for rolling optimization to minimize either the average delay time or total costs; specifically, an excessively small time step may increase vehicle average delay time or total costs; (2) The percentage of delay reduction achieved by our method, compared to Synchro software, reaches a maximum of approximately 70% when traffic demand is moderate and the initial state is low; and (3) The percentage reduction in average delay or total costs compared to Synchro initially increases and then decreases with rising traffic intensity.…”
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5393
Feedback elimination for feedback queue.
Published 2025“…Numerical experiments using actual survey data from Kunshan City yield several noteworthy findings: (1) An optimal moderate-sized time step exists for rolling optimization to minimize either the average delay time or total costs; specifically, an excessively small time step may increase vehicle average delay time or total costs; (2) The percentage of delay reduction achieved by our method, compared to Synchro software, reaches a maximum of approximately 70% when traffic demand is moderate and the initial state is low; and (3) The percentage reduction in average delay or total costs compared to Synchro initially increases and then decreases with rising traffic intensity.…”
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5394
A typical cross signalized intersection.
Published 2025“…Numerical experiments using actual survey data from Kunshan City yield several noteworthy findings: (1) An optimal moderate-sized time step exists for rolling optimization to minimize either the average delay time or total costs; specifically, an excessively small time step may increase vehicle average delay time or total costs; (2) The percentage of delay reduction achieved by our method, compared to Synchro software, reaches a maximum of approximately 70% when traffic demand is moderate and the initial state is low; and (3) The percentage reduction in average delay or total costs compared to Synchro initially increases and then decreases with rising traffic intensity.…”
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5395
Four signal stages for the intersection.
Published 2025“…Numerical experiments using actual survey data from Kunshan City yield several noteworthy findings: (1) An optimal moderate-sized time step exists for rolling optimization to minimize either the average delay time or total costs; specifically, an excessively small time step may increase vehicle average delay time or total costs; (2) The percentage of delay reduction achieved by our method, compared to Synchro software, reaches a maximum of approximately 70% when traffic demand is moderate and the initial state is low; and (3) The percentage reduction in average delay or total costs compared to Synchro initially increases and then decreases with rising traffic intensity.…”
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5396
Dynamic system state in demand scenarios 3.
Published 2025“…Numerical experiments using actual survey data from Kunshan City yield several noteworthy findings: (1) An optimal moderate-sized time step exists for rolling optimization to minimize either the average delay time or total costs; specifically, an excessively small time step may increase vehicle average delay time or total costs; (2) The percentage of delay reduction achieved by our method, compared to Synchro software, reaches a maximum of approximately 70% when traffic demand is moderate and the initial state is low; and (3) The percentage reduction in average delay or total costs compared to Synchro initially increases and then decreases with rising traffic intensity.…”
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5397
Dynamic system state in demand scenarios 1.
Published 2025“…Numerical experiments using actual survey data from Kunshan City yield several noteworthy findings: (1) An optimal moderate-sized time step exists for rolling optimization to minimize either the average delay time or total costs; specifically, an excessively small time step may increase vehicle average delay time or total costs; (2) The percentage of delay reduction achieved by our method, compared to Synchro software, reaches a maximum of approximately 70% when traffic demand is moderate and the initial state is low; and (3) The percentage reduction in average delay or total costs compared to Synchro initially increases and then decreases with rising traffic intensity.…”
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5398
Characteristics comparison of related literature.
Published 2025“…Numerical experiments using actual survey data from Kunshan City yield several noteworthy findings: (1) An optimal moderate-sized time step exists for rolling optimization to minimize either the average delay time or total costs; specifically, an excessively small time step may increase vehicle average delay time or total costs; (2) The percentage of delay reduction achieved by our method, compared to Synchro software, reaches a maximum of approximately 70% when traffic demand is moderate and the initial state is low; and (3) The percentage reduction in average delay or total costs compared to Synchro initially increases and then decreases with rising traffic intensity.…”
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5399
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5400