AWWA MTC69728 PDF

AWWA MTC69728 PDF

Name:
AWWA MTC69728 PDF

Published Date:
11/01/2009

Status:
Active

Description:

Ft. Lauderdale 12-MGD Water Treatment Plant: Double Hybrid RO and NF Design

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
Need Help?
The City of Ft. Lauderdale Peele-Dixie Water Treatment Plant is a 12 MGD (1,893 M<sup>3</sup>/day) facility with four membrane system trains producing 3 MGD (473 M<sup>3</sup>/day) capacity per train. This plant required a significant review of the optimal dosing of sulfuric acid in lowering feed pH and the use of antiscalant to control the precipitation of hardness while maintaining sufficient levels of alkalinity to meet permeate quality goals and chemical costs. The plant used a low TDS well water supply from the Biscayne Aquifer ranging from 350 to 500 ppm, feed iron up to 2 ppm, total hardness up to 270 ppm as CaCO<sub>3</sub>, alkalinity before acidification up 270 ppm as CaCO<sub>3</sub>, TOC as high as 11 ppm, and color as high as 90 Color Units. The permeate quality goals of this potable water treatment facility were very stringent and required extensive pilot testing to develop an optimal spiral wound membrane design configuration using both RO (reverse osmosis) and NF (nanofilter) membranes. A minimum level of permeate alkalinity was desired to make the finished water less corrosive in the city's distribution piping. The system configuration by train is a 53 pressure vessel 1st stage by 24 pressure vessel 2nd stage pyramidal two-stage array with seven element long pressure vessels. The design incorporated the use of seven ultra-low pressure reverse osmosis (RO) membrane elements per pressure vessel in the 1st stage. This is followed by a 2nd stage containing 4 ultra-low pressure RO membrane elements and then 3 high-flow/low-rejection nanofiltration (NF) membrane elements in the same pressure vessel. This unique design, referred to as a Double Hybrid RO/NF design, produced the client's required stringent permeate water quality at a very low operating pressure of about 100 psi. Pilot testing was required to develop and confirm a design basis and rejection criteria for each type of RO and NF membrane employed. The position of each RO and NF membrane in the system has an impact on the specific water quality that the train can produce. Includes tables, figures.
Edition : Vol. - No.
File Size : 1 file , 920 KB
Note : This product is unavailable in Ukraine, Russia, Belarus
Number of Pages : 12
Published : 11/01/2009

History


Related products

AWWA MTC69784
Published Date: 11/01/2009
Recovering Membrane Plant Capacity after Four Years of Operation
$7.2
AWWA MTC69666
Published Date: 11/01/2009
Considerations for Design and Expansion of a Desalination Facility
$7.2
AWWA MTC69758
Published Date: 11/01/2009
Novel Performance Modeling of Forward Osmosis / Reverse Osmosis Integrated System
$7.2
AWWA MTC69722
Published Date: 11/01/2009
Australia's Western Corridor Recycled Water Project: Regulation of an Indirect Potable Recycling Scheme Down Under
$7.2

Best-Selling Products

SEAOC Blue Book
Published Date: 2009
SEAOC Blue Book: Seismic Design Recommendations 2009
SEAOC Blue Book
Published Date: 1999
Recommended Lateral Force
SEAOC Yellow Book
Published Date: 01/01/1996
Recommended Tilt-Up Wall Design