AWWA ACE56168 PDF

AWWA ACE56168 PDF

Name:
AWWA ACE56168 PDF

Published Date:
06/16/2002

Status:
Active

Description:

Advantages of New Low Fouling Nanofiltration Membranes vs. a Hybrid Membrane Design for Deerfield Beach

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 Deerfield Beach historically has supplied their customers with lime softened water from their East and West Softening Facilities. The maximum day demand at the time of the water treatment plant expansion feasibility study for this project was 15 million gallons per day (mgd). The permitted capacity of the West Water Treatment Plant (WTP) was 6.0 mgd with the balance of demand being met from the East WTP. At the time of the study, the raw water quality of the wellfield supplying the East WTP had been declining over the past several years due to saltwater intrusion. As a result, the City determined that all future water supply should be from the West Wellfield and that the West Plant should be expanded to handle current demand and future projected demand. Projections of future growth indicated that the maximum day demand would increase to 18 mgd by 2010. To meet this demand, it was decided to increase the rating on the existing West Plant from 6.0 to 7.5 mgd. The remaining 10.5 mgd of capacity would be met by a new plant expansion project at the West WTP. Process options for expansion of the West Water Treatment Plant included lime softening and membrane softening. The lime softening process would be coupled with ozone for color removal and for reducing the formation of disinfection byproducts (DBPs). Membrane Softening was selected as the water treatment process for the West Water Treatment Plant expansion due to the superior water quality which could be achieved and the enhanced ability to meet future projected drinking water regulations. The membrane treatment facility has been designed with five membrane trains, with each train having a capacity of 2.625 mgd. The required 10.5 mgd of capacity to meet projected maximum day demand requirements can be achieved with four trains in operation with the fifth train acting as an installed standby unit. Includes tables, figures.
Edition : Vol. - No.
File Size : 1 file , 350 KB
Note : This product is unavailable in Ukraine, Russia, Belarus
Number of Pages : 10
Published : 06/16/2002

History


Related products

AWWA ACE56159
Published Date: 06/16/2002
Conservation in Paradise: How Water Conservation Works for the City of Bozeman, Montana
$7.2
AWWA ACE56174
Published Date: 06/16/2002
Public Outreach Plan for Conversion to Chloramines
$7.2
AWWA ACE56191
Published Date: 06/16/2002
Integration of Membranes into Existing Water Treatment Works
$7.2
AWWA ACE56301
Published Date: 06/16/2002
Integrated Approach to Competitive Utility Operations
$7.2

Best-Selling Products

NG AMBP 051
Published Date: 09/01/2010
Asset Management Business Procedure - The Implementation of Construction (Design & Management) Regulations (CDM) 2007. Delivery of Asset Management Maintenance Delivery Electricity Minor Schemes
$138
NG AMBP 051
Published Date: 08/01/2015
Asset Management Business Procedure - Implementation of Construction (Design & Management) Regulations (CDM) 2015. Delivery of ETAM Operation Projects and Temporary Works Coordination for Construction
$138
NG AMBP 130
Published Date: 06/01/2018
Asset Management Business Procedure - Management of OHL Work in ETO Operations
$138
NG AMBP 130
Published Date: 02/01/2011
Asset Management Business Procedure - Guidance for Planning of Work on or Near to High Voltage Overhead Lines
$138
NG AMBP 136
Published Date: 10/01/2013
Asset Management Business Procedure - Working at Height Standards – Overhead Lines
NG AMBP 136
Published Date: 01/01/2015
Asset Management Business Procedure - Working at Height Standards – Overhead Lines
$138