Kaplan-Meier survival analysis curves according to the APTT levels between four groups. by Huan Wang (109286)

Confirmation of NMIIC expression. by Hiroki Hamaguchi (22783780)

The result of molecular dynamics simulation. by Ashraf Attia Mahmoud (21262201)

“…The docking research indicated that these mutations decreased the binding affinity for DNA, with R273C, R280G, G266E, and G105C displaying the most significant differences. …”

Result of the phenotypic analysis. by Ashraf Attia Mahmoud (21262201)

“…The docking research indicated that these mutations decreased the binding affinity for DNA, with R273C, R280G, G266E, and G105C displaying the most significant differences. …”

Type of Mutations. by Ashraf Attia Mahmoud (21262201)

“…The docking research indicated that these mutations decreased the binding affinity for DNA, with R273C, R280G, G266E, and G105C displaying the most significant differences. …”

Impact of sludge dosage on HPST. by Peng Zhao (128233)

“…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.…”

Impact of settling time on HPST. by Peng Zhao (128233)

“…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.…”

ANOVAs for the response surface of Eq (2). by Peng Zhao (128233)

“…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.…”

Impact of CPAM dosage on HPST. by Peng Zhao (128233)

“…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.…”

Impact of sewage pH on HPST. by Peng Zhao (128233)

“…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.…”

Impact of PAC dosage on HPST. by Peng Zhao (128233)

“…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.…”

All data points from S1 to S5 Figs as well as the supplementary method table. by Sara Hijazi (21656615)

The ROC curves and AUC values of the diagnostic model. by Zhe Wu (582498)

Schematic diagram of numerical simulation model. by Mengyun Li (7490870)

“…<div><p>After prolonged waterflooding development, the main integrated oil reservoirs in the X Oilfield have largely entered the late stage of waterflooding, with an average water cut reaching approximately 98%. However, a significant amount of remaining oil still accumulates in the weak water-flushed zones of low-permeability layers, which presents substantial development potential. …”

Limma differential analysis results for IS and OSA. by Zhe Wu (582498)

Co-expression network of IS and OSA. by Zhe Wu (582498)

Histopathological appearance of the liver. by Ayça Toprak-Semiz (22582110)

Effect of KV3 modulation on PV interneuron firing frequency and on autaptic release. by Sara Hijazi (21656615)

Histopathological appearance of the heart. by Ayça Toprak-Semiz (22582110)

GSVA pathway scores for IS and OSA. by Zhe Wu (582498)