Search alternatives:
larger decrease » marked decrease (Expand Search)
we decrease » _ decrease (Expand Search), nn decrease (Expand Search), teer decrease (Expand Search)
a decrease » _ decrease (Expand Search), _ decreased (Expand Search), _ decreases (Expand Search)
larger decrease » marked decrease (Expand Search)
we decrease » _ decrease (Expand Search), nn decrease (Expand Search), teer decrease (Expand Search)
a decrease » _ decrease (Expand Search), _ decreased (Expand Search), _ decreases (Expand Search)
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10981
Hydrogen power balance.
Published 2025“…Additionally, it results in a 7.8% reduction in overall costs and a 30.2% decrease in carbon emissions. …”
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10982
Photovoltaic forecast.
Published 2025“…Additionally, it results in a 7.8% reduction in overall costs and a 30.2% decrease in carbon emissions. …”
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10983
Heat load forecast.
Published 2025“…Additionally, it results in a 7.8% reduction in overall costs and a 30.2% decrease in carbon emissions. …”
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10984
Flowchart of the proposed approach.
Published 2025“…Additionally, it results in a 7.8% reduction in overall costs and a 30.2% decrease in carbon emissions. …”
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10985
Structure of OCPP.
Published 2025“…Additionally, it results in a 7.8% reduction in overall costs and a 30.2% decrease in carbon emissions. …”
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10986
Flow chart of model solving.
Published 2025“…Additionally, it results in a 7.8% reduction in overall costs and a 30.2% decrease in carbon emissions. …”
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10987
The carbon capture and emissions.
Published 2025“…Additionally, it results in a 7.8% reduction in overall costs and a 30.2% decrease in carbon emissions. …”
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10988
The output of the OCPP.
Published 2025“…Additionally, it results in a 7.8% reduction in overall costs and a 30.2% decrease in carbon emissions. …”
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10989
Wind forecast.
Published 2025“…Additionally, it results in a 7.8% reduction in overall costs and a 30.2% decrease in carbon emissions. …”
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10990
Comparison of Scenarios.
Published 2025“…Additionally, it results in a 7.8% reduction in overall costs and a 30.2% decrease in carbon emissions. …”
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10991
Other parameters in the system.
Published 2025“…Additionally, it results in a 7.8% reduction in overall costs and a 30.2% decrease in carbon emissions. …”
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10992
Footprints of Pr77<sup>Gag</sup> on the WT structure model.
Published 2024“…All nucleotides that show a reactivity decrease >40% upon Gag addition, also show statistically significant difference according to the Mann–Whitney non parametrical U test (<i>p</i> < 0.05). …”
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10993
Thermal supply for each thermal supply unit.
Published 2025“…Additionally, it results in a 7.8% reduction in overall costs and a 30.2% decrease in carbon emissions. …”
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10994
The OCPP-P2G-CHP coupling relationship.
Published 2025“…Additionally, it results in a 7.8% reduction in overall costs and a 30.2% decrease in carbon emissions. …”
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10995
The provision of energy for carbon capture.
Published 2025“…Additionally, it results in a 7.8% reduction in overall costs and a 30.2% decrease in carbon emissions. …”
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10996
39-20-6 Integrated Energy System.
Published 2025“…Additionally, it results in a 7.8% reduction in overall costs and a 30.2% decrease in carbon emissions. …”
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10997
Power supply for each power supply unit.
Published 2025“…Additionally, it results in a 7.8% reduction in overall costs and a 30.2% decrease in carbon emissions. …”
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10998
Overall view of the slurry.
Published 2024“…The field experimental results illustrated that: (1) The bearing capacity of inclined steel grouting pipe with anchorage length of 9 m increases 22.6% compared with that of ordinary grouting pipe. (2) Anchorage length is not a significant influence factor for bearing capacity of inclined steel grouting pipes in loess embankment slope, while anchorage length is a significant influence factor for modulus of load-displacement curves of inclined steel grouting pipes in loess embankment slope. (3) Effective anchorage length of inclined steel grouting pipe in loess embankment slope will be slightly increased when increasing anchorage length, while the ratio of effective anchorage length to total anchorage length will be decreased when increasing anchorage length. (4) Inclined steel grouting pipe average cohesive strength along effective anchorage length section at the interface between cement grouting and soil stratum is at least three times compared with that of rock bolt.…”
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10999
Definitions of variables.
Published 2024“…The field experimental results illustrated that: (1) The bearing capacity of inclined steel grouting pipe with anchorage length of 9 m increases 22.6% compared with that of ordinary grouting pipe. (2) Anchorage length is not a significant influence factor for bearing capacity of inclined steel grouting pipes in loess embankment slope, while anchorage length is a significant influence factor for modulus of load-displacement curves of inclined steel grouting pipes in loess embankment slope. (3) Effective anchorage length of inclined steel grouting pipe in loess embankment slope will be slightly increased when increasing anchorage length, while the ratio of effective anchorage length to total anchorage length will be decreased when increasing anchorage length. (4) Inclined steel grouting pipe average cohesive strength along effective anchorage length section at the interface between cement grouting and soil stratum is at least three times compared with that of rock bolt.…”
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11000
Realistic structure diagram of testing equipment.
Published 2024“…The field experimental results illustrated that: (1) The bearing capacity of inclined steel grouting pipe with anchorage length of 9 m increases 22.6% compared with that of ordinary grouting pipe. (2) Anchorage length is not a significant influence factor for bearing capacity of inclined steel grouting pipes in loess embankment slope, while anchorage length is a significant influence factor for modulus of load-displacement curves of inclined steel grouting pipes in loess embankment slope. (3) Effective anchorage length of inclined steel grouting pipe in loess embankment slope will be slightly increased when increasing anchorage length, while the ratio of effective anchorage length to total anchorage length will be decreased when increasing anchorage length. (4) Inclined steel grouting pipe average cohesive strength along effective anchorage length section at the interface between cement grouting and soil stratum is at least three times compared with that of rock bolt.…”