AWWA WQTC60707 PDF

AWWA WQTC60707 PDF

Name:
AWWA WQTC60707 PDF

Published Date:
11/15/2004

Status:
Active

Description:

Treatment of a Variable Turbidity Surface Water with Multistage Slow Sand Filtration

Publisher:
American Water Works Association

Document status:
Active

Format:
Electronic (PDF)

Delivery time:
10 minutes

Delivery time (for Russian version):
200 business days

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$7.2
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Slow sand filtration is a sustainable technology for drinking water treatment in small communities. The process, however, is sensitive to high raw water turbidity levels that can lead to premature clogging of the filter and frequent cleaning requirements, resulting in increased risk of pathogen breakthrough. Multistage filtration, consisting of roughing filtration followed by slow sand filtration, can overcome these treatment limitations and provide a robust treatment alternative for surface water sources of variable water quality. Testing was conducted on two different pilot multistage filtration systems and fed with water from the Grand River, a municipally and agriculturally impacted river in Southern Ontario. One system featured pre-ozonation and post-granular activated carbon (GAC) stages, while the other featured a second stage of slow sand filtration for increased robustness. Removal of turbidity and coliform bacteria under elevated influent turbidities, low water temperature, and increased hydraulic loading rates were investigated. In addition, the slow sand filters in each pilot system were challenged with high concentrations of inactivated Cryptosporidium parvum oocysts. Both pilot multistage filtration systems achieved effluent turbidities of less than 0.5 NTU despite temperatures below 5°C, influent turbidities in excess of 20 NTU, and hydraulic loading rates as high as 0.8 m/h. Removal of total coliforms was complete in pilot system 1 with ozonation. Pilot system 2 reduced total coliforms to 2 MPN/100 mL in 80% of the measurements, despite influent levels as high as 2400 MPN/100 mL, temperatures less than 5°C, and hydraulic loadings as high as 0.6 m/h. The average removal of Cryptosporidium oocysts was greater than 2 logs in each challenge test, with hydraulic loading rates ranging from 0.4 to 0.8 m/h. This research assists in determining the potential of multistage filtration technology as a safe and sustainable drinking water treatment alternative for small communities, which are dependent on surface water sources of variable water quality, both in North America and developing countries. Includes 13 references, figures.
Edition : Vol. - No.
File Size : 1 file
Note : This product is unavailable in Ukraine, Russia, Belarus
Number of Pages : 22
Published : 11/15/2004

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