To define interrelationships between elevated turbidities and the effi translation - To define interrelationships between elevated turbidities and the effi Vietnamese how to say

To define interrelationships betwee

To define interrelationships between elevated turbidities and the efficiency of chlorination in drinking water, experiments were performed to measure bacterial survival, chlorine demand, and interference with microbiological determinations. Experiments were conducted on the surface water supplies for communities which practice chlorination as the only treatment. Therefore, the conclusions of this study apply only to such systems. Results indicated that disinfection efficiency (log10 of the decrease in coliform numbers) was negatively correlated with turbidity and was influenced by season, chlorine demand of the samples, and the initial coliform level. Total organic carbon was found to be associated with turbidity and was shown to interfere with maintenance of a free chlorine residual by creating a chlorine demand. Interference with coliform detection in turbid waters could be demonstrated by the recovery of typical coliforms from apparently negative filters. The incidence of coliform masking in the membrane filter technique was found to increase as the turbidity of the chlorinated samples increased. the magnitude of coliform masking in the membrane filter technique increased from less than 1 coliform per 100 ml in water samples of less than 5 nephelometric turbidity units to greater than 1 coliform per 100 ml in water samples of greater than 5 nephelometric turbidity units. Statistical models were developed to predict the impact of turbidity on drinking water quality. The results justify maximum contaminant levels for turbidity in water entering a distribution system as stated in the National Primary Drinking Water Regulations of the Safe Drinking Water Act.
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To define interrelationships between elevated turbidities and the efficiency of chlorination in drinking water, experiments were performed to measure bacterial survival, chlorine demand, and interference with microbiological determinations. Experiments were conducted on the surface water supplies for communities which practice chlorination as the only treatment. Therefore, the conclusions of this study apply only to such systems. Results indicated that disinfection efficiency (log10 of the decrease in coliform numbers) was negatively correlated with turbidity and was influenced by season, chlorine demand of the samples, and the initial coliform level. Total organic carbon was found to be associated with turbidity and was shown to interfere with maintenance of a free chlorine residual by creating a chlorine demand. Interference with coliform detection in turbid waters could be demonstrated by the recovery of typical coliforms from apparently negative filters. The incidence of coliform masking in the membrane filter technique was found to increase as the turbidity of the chlorinated samples increased. the magnitude of coliform masking in the membrane filter technique increased from less than 1 coliform per 100 ml in water samples of less than 5 nephelometric turbidity units to greater than 1 coliform per 100 ml in water samples of greater than 5 nephelometric turbidity units. Statistical models were developed to predict the impact of turbidity on drinking water quality. The results justify maximum contaminant levels for turbidity in water entering a distribution system as stated in the National Primary Drinking Water Regulations of the Safe Drinking Water Act.
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Để xác định mối tương quan giữa turbidities cao và hiệu quả của clo trong nước uống, các thí nghiệm đã được thực hiện để đo lường sự tồn tại của vi khuẩn, nhu cầu clo, và can thiệp với quyết định vi sinh. Các thí nghiệm được tiến hành trên các nguồn cung cấp nước mặt cho cộng đồng mà thực hành clo hóa như việc điều trị duy nhất. Do đó, kết luận của nghiên cứu này chỉ áp dụng cho hệ thống như vậy. Kết quả chỉ ra rằng hiệu quả khử trùng (log10 của việc giảm số coliform) có tương quan nghịch với độ đục và bị ảnh hưởng bởi mùa, nhu cầu clo của các mẫu, và mức độ coliform ban đầu. Tổng cacbon hữu cơ đã được tìm thấy có liên quan với độ đục và đã được chứng minh là gây trở ngại duy trì một dư clo tự do bằng cách tạo ra một nhu cầu clo. Can thiệp với phát hiện coliform trong nước đục có thể được chứng minh bằng sự phục hồi của coliforms điển hình từ bộ lọc dường như tiêu cực. Tỷ lệ che coliform trong kỹ thuật lọc màng đã được tìm thấy để tăng khi độ đục của mẫu clo tăng. độ lớn của mặt nạ coliform trong các kỹ thuật lọc màng tăng từ dưới 1 coliform mỗi 100 ml mẫu nước dưới 5 đơn vị nephelometric độ đục lớn hơn 1 coliform mỗi 100 ml mẫu nước lớn hơn 5 đơn vị nephelometric độ đục. mô hình thống kê được phát triển để dự đoán tác động của độ đục trên chất lượng nước uống. Kết quả biện minh cho mức ô nhiễm tối đa cho độ đục trong nước vào một hệ thống phân phối như đã nêu trong các quốc gia tiểu Uống nước quy định của Safe Uống Đạo luật nước.
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