AWWA ACE61785 PDF

AWWA ACE61785 PDF

Name:
AWWA ACE61785 PDF

Published Date:
06/17/2005

Status:
Active

Description:

Using Simple, Cost-Effective Filter Evaluation Techniques to Optimize Filter Performance and Operation

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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The purpose of this study was to evaluate the condition of the existing Alfred Merritt Smith Water Treatment Facility (AMSWTF) filters. AMSWTF is a 600 million gallon per day (mgd) (2,270 Megaliters per day) direct filtration treatment plant, utilizing ozone oxidation as the primary disinfectant and free chlorine for secondary distribution system disinfection. Due to the declining level and deteriorating water quality in Lake Mead, the plant's sole raw water source, the AMSWTF has recently experienced shortened filter runs. Although the recent lowering of the plant intake has improved the raw water quality, reducing the influent turbidity, particle counts and temperature back into historical ranges, lake levels are predicted to continue dropping. Evaluation of the filters is the first step in preparing the plant for future declines in water quality. The evaluation process included a review of the filter and backwash operations, as well as an assessment of the filter media characteristics. Four filters each from Phases I and II and two filters from Phase III were chosen for evaluation. Individual filters were selected with input from the plant operators and staff based on their observation of shorter filter runs, higher effluent turbidity, early particle break through and suspected media and support media upset. The major unit processes at AMSWTF, and the three filter complexes that make up the filtration process are shown in relation to the rest of the facility, while the individual filters chosen for evaluation are presented in a simplified plant schematic. Filter data from all three phases of construction were reviewed including an assessment of the filter and backwash operations. In addition, an assessment of the filter media characteristics was performed which included filter bed core sampling, sieve analysis, floc retention profile analysis, spent filter wash water turbidity profiling, filter excavation and gravel bed profiling. Data taken from Filter No. 15 constructed during Phase II in 1982 was chosen for this study. Includes figures.
Edition : Vol. - No.
File Size : 1 file , 760 KB
Note : This product is unavailable in Ukraine, Russia, Belarus
Number of Pages : 10
Published : 06/17/2005

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