Schematic of the experimental design of the pH and temperature-controlled culture experiment in Schiller Coastal Studies Center (SCSC; Bowdoin College, Orr’s Island, ME). by Teagan McMahon (20108036)

The UL4 mutation alleviated inflammation in PRV-infected mice. by Xiaohua Zhang (350570)

The UL4 mutation alleviates inflammasome activation and pyroptosis in PRV-infected cells. by Xiaohua Zhang (350570)

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.…”

The UL4 null mutation alleviated inflammasome activation in PRV-infected cells. by Xiaohua Zhang (350570)

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)

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

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

Forest plots of APTT for 28-day mortality in different subgroups. by Huan Wang (109286)

Distance-based redundancy analysis (dbRDA) plot performed from the distance-based linear model permutation test (DistLM) that describes the aggregation of sampling stations at ever... by Francisco Flores-de-Santiago (20391063)

Summary of risk of bias. by Mohamed R. Abdelraouf (21501468)