AWWA MTC64566 PDF

AWWA MTC64566 PDF

Name:
AWWA MTC64566 PDF

Published Date:
03/01/2007

Status:
Active

Description:

Maui's Long Term Experience with Low Pressure Membranes

Publisher:
American Water Works Association

Document status:
Active

Format:
Electronic (PDF)

Delivery time:
10 minutes

Delivery time (for Russian version):
200 business days

SKU:

Choose Document Language:
$7.2
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This slide presentation outlines the successful operation of four membrane treatment plants on the island of Maui in the state of Hawaii. Maui water is characterized as: "flashy" due to open feed sources, streams and irrigation ditches; typically high iron; and, "difficult" to treat water. The four membrane facilities include: Lahaina 3 x 90 CMF; Olinda 2 x 90 CMF; Kamole 8 x 90 CMF; and, Iao 3 x 90 CMF. Lahaina operational challenges include: algae growth in Pre Sedimentation, short filter runs and frequent CIP's; and, high color episodes in raw water, 25 true color units. Lahaina treatment solutions: algae - Stop return of decanted backwash water to headworks; Install a roof over basin to prevent algal growth, initiate cleaning with H<sub>2</sub>O<sub>2</sub>; High Color - Addition of Aluminum Chlorhydrate to raw water. Dosage 2-3 ppm. Olinda operational challenges include: color removal - True color of raw water 180 - 200 color units; coagulant selection limited - Very low raw water alkalinity water, typically < 10 - Ferric Chloride depresses pH - Alum creates too large a floc and blinds membrane - Cationic polymer not compatible with membranes - Aluminum Chlorhydrate produces a small floc that removes well from membrane; and, fouling. Olinda treatment solutions included: color removal - true color of raw water 180 - 200 color units, and Aluminum Chlorhydrate addition 18 - 21 ppm; sludge production - Sedimentation; Membrane Fouling - Process Audit, membrane autopsy result iron fouling, initiate cleaning regime with sodium metabisulfite. Kamole operational challenges include: no Pre-sedimentation - solids accumulation in modules; large turbidity swings - Average turbidity 2 - 5 ntu, and rain event spikes 100 - 600 ntu; algae in raw water; and, fouling. Kamole treatment solutions included: no Pre-sedimentation - Regular process audits to insure backwash effectiveness; High Turbidity - Aluminum Chlorhydrate dosage up to 15 ppm; Algae - Installed a modern traveling screen, and initiated cleanings with H<sub>2</sub>O<sub>2</sub>; and, fouling - Initiate cleaning regime with sodium metabisulfite. Iao operational challenges included: plant was originally intended to be temporary; no pretreatment; and, no raw water feed water system. Iao treatment solutions: no Pre-sedimentation/pre-treatment - Installed modern self-cleaning strainer; No Raw water feed system - Regular process audits required to insure backwash efficiency.
Edition : Vol. - No.
File Size : 1 file , 2.6 MB
Note : This product is unavailable in Ukraine, Russia, Belarus
Number of Pages : 32
Published : 03/01/2007

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