Disinfection Byproducts (THM)
Professor Jean MacRae Department of Civil and Environmental Engineering University of Maine
jean.macrae@maine.edu More info: http://oronoveaziewater.wordpress.com
Disinfection Byproducts (THM) Professor Jean MacRae Department of - - PowerPoint PPT Presentation
Disinfection Byproducts (THM) Professor Jean MacRae Department of Civil and Environmental Engineering University of Maine jean.macrae@maine.edu More info: http://oronoveaziewater.wordpress.com TTHM = total trihalomethanes Cancer*
jean.macrae@maine.edu More info: http://oronoveaziewater.wordpress.com
*for chloroform 70-yr exposure to 6 ppb chloroform in drinking water increases fatal cancer risk by 1/1,000,000 *** High level exposures – animal studies ** High level exposures – humans
Important Factors:
OM concentration Cl2 concentration Time Temperature
– OV water did not meet requirement for 1.5 years
http://www.epa.gov/ttn/atw/hlthef/chlorofo.html
𝐸𝑝𝑡𝑓 = 1.1 𝑀 𝑒 ∗ 0.07 𝑛 𝑀 + 15 𝑛3 𝑒 ∗ 0.007 𝑛 𝑛3 = 0.19 𝑛 𝑒
Average OVWD concentration 2005-2014 Typical daily water consumption Time averaged air concentration based on assumptions and using data from a study on THM exposure Typical daily volume air breathed/day 𝐸𝑏𝑗𝑚𝑧 𝐸𝑝𝑡𝑓 = 0.19 𝑛 𝑒 80 𝑙 = 0.0023 𝑛 𝑙 − 𝑒 𝑆𝑔𝐸 = 0.01 𝑛 𝑙 − 𝑒 Typical body weight About 1/4 of RfD *Estimate doesn’t include uptake through the skin or from swimming or other sources
𝐸𝑝𝑡𝑓 = 0.4 𝑀 𝑒 ∗ 0.07 𝑛 𝑀 + 5 𝑛3 𝑒 ∗ 0.007 𝑛 𝑛3 = 0.06 𝑛 𝑒
Average OVWD concentration 2005-2014 Typical daily water consumption Time averaged air concentration based on assumptions and using data from a study on THM exposure Typical daily volume air breathed/day 𝐸𝑏𝑗𝑚𝑧 𝐸𝑝𝑡𝑓 = 0.06 𝑛 𝑒 11.4 𝑙 = 0.0057 𝑛 𝑙 − 𝑒 𝑆𝑔𝐸 = 0.01 𝑛 𝑙 − 𝑒 Typical body weight 57% of RfD
Storage Pump source water Storage and distribution Greensand Plus filters for Fe, Mn, OM removal Adjust pH Add permanganate and coagulant to help remove metals and OM Add chlorine for secondary disinfection (safety in distribution) Fluoride Add chlorine to regenerate the greensand filter media
– Lower OM and TTHMFP
– Lower time for reaction
– Lower THM formation rate
– Improve OM removal (and metals)
1 5 4 3 2
– ClO2, chloramine
– Activated carbon – Coagulation/flocculation – Filtration
– Advocate better communication – Strategic/long range plan to improve water quality – “same old” faces – PJ protest – Structure of OVWD – town council pressure to recall board members who are non-responsive – Submit questions to councils – get answers in writing from board – More content in meeting notes of OVWD – FOIA request (15 day response time) – Petition for municipal take over of WD – Test individual houses (ask council to pay $90/sample) – Live streaming (or video) of OVWD meetings? – Document attempted communication with board
**NC site had about 100 ppb in the water; TX site had about 25 ppb in the water (ours is in between at ~70 ppb) EHP 113:863-870 REL= 300 µg/m3