يعرض 3,581 - 3,600 نتائج من 18,171 نتيجة بحث عن 'significantly ((((((we decrease) OR (teer decrease))) OR (a decrease))) OR (linear decrease))', وقت الاستعلام: 0.60s تنقيح النتائج
  1. 3581
  2. 3582
  3. 3583
  4. 3584
  5. 3585
  6. 3586

    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.…"
  7. 3587

    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.…"
  8. 3588

    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.…"
  9. 3589

    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.…"
  10. 3590

    Impact of sewage pH 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.…"
  11. 3591

    Impact of PAC 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.…"
  12. 3592
  13. 3593
  14. 3594
  15. 3595

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

    منشور في 2025
    "…<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. …"
  16. 3596
  17. 3597
  18. 3598
  19. 3599
  20. 3600