IMU data and video synchronization. by Saravanan Manoharan (21273304)

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Confusion matrix-punch classification. by Saravanan Manoharan (21273304)

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General procedure for the synthesis of A and A-c1. by Xueqin lu (22250795)

Periodic Open Cellular Structures with Streamlined Elliptical Struts for the Intensification of Mass Transfer-Limited Catalytic Reactors by Claudio Ferroni (10972436)

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Annual average incidence rates of human rabies in provinces from 2004–2020. by Weiwei Meng (304234)

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<i>RR</i> of the spatio-temporal interaction effect for Human Rabies in China from 2004–2020. by Weiwei Meng (304234)

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<i>RR</i> of the spatial effect and distribution of hot-cold spots. by Weiwei Meng (304234)

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Types of Bayesian spatiotemporal models. by Weiwei Meng (304234)

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Ecological regression model fitting results. by Weiwei Meng (304234)

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Correlation analysis. by Weiwei Meng (304234)

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Prediction plots showing (A) the increase of the rodent flea abundance was mostly likely influenced by species identity: <i>Xenopsylla brasilliensis, Pulex irritans</i>, and <i>Din... by Stella T. Kessy (18700173)

Analysis of spatial overlap between the released red panda and the suitable habitat of local wild individuals. by Yanshan Zhou (14131359)

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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.…”

Cox proportional hazard ratios. by Bryan S. Margulies (21492667)

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Bioluminescent Doubling Time. by Bryan S. Margulies (21492667)

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