يعرض 2,361 - 2,380 نتائج من 19,549 نتيجة بحث عن '(( significantly increased decrease ) OR ( significant ((nn decrease) OR (a decrease)) ))', وقت الاستعلام: 0.64s تنقيح النتائج
  1. 2361
  2. 2362
  3. 2363
  4. 2364

    S1 Data - حسب James Anaba Akolgo (14129379)

    منشور في 2025
    الموضوعات:
  5. 2365

    Elasticity and return to scale. حسب James Anaba Akolgo (14129379)

    منشور في 2025
    الموضوعات:
  6. 2366

    S1 Raw data - حسب Dominic Michael Rasp (19959412)

    منشور في 2024
    "…Compared to pre-match values, hamstring strength was significantly decreased after 15 and 30 minutes of simulated soccer match for the non-dominant and dominant leg, respectively. …"
  7. 2367

    S2 Raw data - حسب Dominic Michael Rasp (19959412)

    منشور في 2024
    "…Compared to pre-match values, hamstring strength was significantly decreased after 15 and 30 minutes of simulated soccer match for the non-dominant and dominant leg, respectively. …"
  8. 2368

    Summary of HSS and LSI during the LIST. حسب Dominic Michael Rasp (19959412)

    منشور في 2024
    "…Compared to pre-match values, hamstring strength was significantly decreased after 15 and 30 minutes of simulated soccer match for the non-dominant and dominant leg, respectively. …"
  9. 2369

    Descriptive statistics of variables. حسب Yanling Li (269030)

    منشور في 2025
    الموضوعات:
  10. 2370

    Matched kernel density function diagram. حسب Yanling Li (269030)

    منشور في 2025
    الموضوعات:
  11. 2371
  12. 2372

    Sample balance test. حسب Yanling Li (269030)

    منشور في 2025
    الموضوعات:
  13. 2373

    Robustness test results. حسب Yanling Li (269030)

    منشور في 2025
    الموضوعات:
  14. 2374

    Results of baseline regression. حسب Yanling Li (269030)

    منشور في 2025
    الموضوعات:
  15. 2375

    Unmatched kernel density function diagram. حسب Yanling Li (269030)

    منشور في 2025
    الموضوعات:
  16. 2376
  17. 2377

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

    منشور في 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.…"
  18. 2378

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

    منشور في 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.…"
  19. 2379

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

    منشور في 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.…"
  20. 2380

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

    منشور في 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.…"