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greatest decrease » treatment decreased (Expand Search), greater increase (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)
greatest decrease » treatment decreased (Expand Search), greater increase (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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5141
Three-Tier Hierarchical Porous Structure with Ultrafast Capillary Transport for Flexible Electronics Cooling
Published 2025“…The mesocrack, acting as the main water flow channel, efficiently decreases the flow resistance. The micropore, covered with densely distributed spore-like nanopapillae, creates a heterogeneous wetting surface. …”
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5142
Three-Tier Hierarchical Porous Structure with Ultrafast Capillary Transport for Flexible Electronics Cooling
Published 2025“…The mesocrack, acting as the main water flow channel, efficiently decreases the flow resistance. The micropore, covered with densely distributed spore-like nanopapillae, creates a heterogeneous wetting surface. …”
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5143
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5144
Study flow chart.
Published 2025“…Age above 50 years was associated with a significantly reduced risk of ADCs (OR: 0.11; 95% CI: 0.03–0.43; p value: 0.002). …”
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5145
Bar graph showing proportion of NADCs.
Published 2025“…Age above 50 years was associated with a significantly reduced risk of ADCs (OR: 0.11; 95% CI: 0.03–0.43; p value: 0.002). …”
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5146
Baseline characteristics of study participants.
Published 2025“…Age above 50 years was associated with a significantly reduced risk of ADCs (OR: 0.11; 95% CI: 0.03–0.43; p value: 0.002). …”
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5147
Zika virus replicates efficiently in the zebrafish model and induces morphological defects.
Published 2024“…<i>N</i> = 3). Data are shown as means ± SEM. **** P ≤ 0.0001; ns = not significant; one-way ANOVA. …”
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5148
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5149
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5150
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5151
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5152
Experimental design used in broiler chickens.
Published 2025“…This study demonstrates a clear clinical difference among the two isolates; A/chicken/Morocco/178-2/2022(H9N2) showed a significant increase in virulence compared to the firstly isolate A/chicken/Morocco/SF1/2016(H9N2). …”
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5153
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5154
Downregulation of TRIM37 expression exacerbates pathological damage in the MS model.
Published 2025“…<p><b>(a, b)</b> Western blot analysis revealed a significant decrease in MBP expression in oligodendrocytes in the LPC-induced MS model group (n = 3) compared to the control group. …”
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5155
Impact of sludge dosage on HPST.
Published 2025“…The model optimization and experimental validation showed that the optimal HPST conditions for treating domestic sewage were as follows: the dosage of polyaluminum chloride (PAC) was 1.70 g/L, cationic polyacrylamide (CPAM) dosage was 2.35 mg/L, sewage pH was maintained at 8.0, sludge dosage was 10 mL/L, stirring time lasted for 5 minutes, and settling time lasted for 30 minutes. As a result of these optimized conditions, the turbidity of treated sewage decreased to 1.19 NTU.…”
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5156
Impact of settling time on HPST.
Published 2025“…The model optimization and experimental validation showed that the optimal HPST conditions for treating domestic sewage were as follows: the dosage of polyaluminum chloride (PAC) was 1.70 g/L, cationic polyacrylamide (CPAM) dosage was 2.35 mg/L, sewage pH was maintained at 8.0, sludge dosage was 10 mL/L, stirring time lasted for 5 minutes, and settling time lasted for 30 minutes. As a result of these optimized conditions, the turbidity of treated sewage decreased to 1.19 NTU.…”
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5157
ANOVAs for the response surface of Eq (2).
Published 2025“…The model optimization and experimental validation showed that the optimal HPST conditions for treating domestic sewage were as follows: the dosage of polyaluminum chloride (PAC) was 1.70 g/L, cationic polyacrylamide (CPAM) dosage was 2.35 mg/L, sewage pH was maintained at 8.0, sludge dosage was 10 mL/L, stirring time lasted for 5 minutes, and settling time lasted for 30 minutes. As a result of these optimized conditions, the turbidity of treated sewage decreased to 1.19 NTU.…”
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5158
Impact of CPAM dosage on HPST.
Published 2025“…The model optimization and experimental validation showed that the optimal HPST conditions for treating domestic sewage were as follows: the dosage of polyaluminum chloride (PAC) was 1.70 g/L, cationic polyacrylamide (CPAM) dosage was 2.35 mg/L, sewage pH was maintained at 8.0, sludge dosage was 10 mL/L, stirring time lasted for 5 minutes, and settling time lasted for 30 minutes. As a result of these optimized conditions, the turbidity of treated sewage decreased to 1.19 NTU.…”
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5159
Impact of sewage pH on HPST.
Published 2025“…The model optimization and experimental validation showed that the optimal HPST conditions for treating domestic sewage were as follows: the dosage of polyaluminum chloride (PAC) was 1.70 g/L, cationic polyacrylamide (CPAM) dosage was 2.35 mg/L, sewage pH was maintained at 8.0, sludge dosage was 10 mL/L, stirring time lasted for 5 minutes, and settling time lasted for 30 minutes. As a result of these optimized conditions, the turbidity of treated sewage decreased to 1.19 NTU.…”
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5160
Impact of PAC dosage on HPST.
Published 2025“…The model optimization and experimental validation showed that the optimal HPST conditions for treating domestic sewage were as follows: the dosage of polyaluminum chloride (PAC) was 1.70 g/L, cationic polyacrylamide (CPAM) dosage was 2.35 mg/L, sewage pH was maintained at 8.0, sludge dosage was 10 mL/L, stirring time lasted for 5 minutes, and settling time lasted for 30 minutes. As a result of these optimized conditions, the turbidity of treated sewage decreased to 1.19 NTU.…”