AWWA WQTC57018 PDF

AWWA WQTC57018 PDF

Name:
AWWA WQTC57018 PDF

Published Date:
11/01/2002

Status:
Active

Description:

MTBE Removal Using UV/Peroxide Oxidation: Pilot Study Results, Design Considerations and Treatment Costs

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 high solubility and low volatility of MTBE makes it difficult to treat when it is present at low levels (as in most groundwater supplies) using established technologies such as air stripping and activated carbon. Unlike the established transfer technologies (e.g., air stripping, activated carbon adsorption), advanced oxidation by Ultraviolet (UV) light destroys MTBE and its byproducts. As part of this study, extensive pilot and bench scale evaluation was performed to understand the effectiveness of MTBE and its byproducts [e.g., tertiary butyl alcohol (TBA) and tertiary butyl formate (TBF)] removal using UV/peroxide in ground and surface waters. The water quality matrix evaluated the impact of MTBE oxidation in the presence of other UV light absorbing compounds (e.g., nitrate) and radical scavengers (e.g., organics). These UV oxidation tests were conducted using both the medium-pressure (MP) and low-pressure, high- output (LPHO) lamps. The electrical energy inputted for MP and LPHO lamp operation during testing was measured. To minimize the impact of reactor hydraulics on the oxidation process, the pilot tests were conducted using closed-loop reactors at recirculation rates in excess of 650 gallons per minute (or 2,500 liters per minute). The effectiveness of MP versus LPHO lamps was compared using electrical energy per order (EEO), defined as the kiloWatt-hours (kWh) of electrical energy required to reduce the concentration of MTBE by an order of magnitude in 1,000 liters (or 1 m3) of water. Water quality impacts were also summarized using the energy requirement calculations. Based on the information gleaned from pilot testing, optimal design and operational criteria were developed. Installation and operational costs for full-scale systems of varying sizes were developed using the optimal design and operational criteria. Includes 6 references, tables, figures.
Edition : Vol. - No.
File Size : 1 file , 810 KB
Note : This product is unavailable in Ukraine, Russia, Belarus
Number of Pages : 17
Published : 11/01/2002

History


Related products

AWWA WQTC56960
Published Date: 11/01/2002
The IDSE: An Alternative Approach Using Distribution System Models
$7.2
AWWA WQTC56972
Published Date: 11/01/2002
Chemical Process Options for Multi-Objective Treatment of Surface Water
$7.2
AWWA WQTC56981
Published Date: 11/01/2002
Bacillus subtilis Spores as Indicators of Cryptosporidium parvum Reduction in Ozone Contactors
$7.2
AWWA WQTC57008
Published Date: 11/01/2002
Philadelphia Water Department's Experience With EPA Method 556: Problems Encountered and Solutions Implemented
$7.2

Best-Selling Products