Age of Potable Water Impacts on DBP’s and Disinfection Residuals.

Slides:



Advertisements
Similar presentations
Amherst , MA, Drinking Water System Atkins Water Treatment Plant
Advertisements

Dealing with High Water Age in a Water Distribution System Dan Barr, PE Ohio AWWA Southeast District Fall Meeting Thursday, November 21, 2013.
WASH Cluster – Groundwater Pumping GWP GWP4 1 Groundwater Pumping Session 4 Water Distribution.
Zelienople Water Department Sources and Treatment.
C. T Calculation Math for Water Technology MTH 082 (pg. 468) Math for Water Technology MTH 082 (pg. 468) “Required by Law”
Paving a Path to Potable Reuse Flexible Treatment for To Be Determined Regulations Michael Watts, PhD, PE Water Technology Leader Garver.
Case Study: Disinfection byproducts in a recently constructed public water supply Maria O’Connell, P.E. Kristine Wheeler, P.E. New York State Department.
Potential Pathways for Coliform Contamination. Fixing Positive Coliform Results.
Surface Water Treatment Plant
Simultaneous Solutions for Aesthetics and Other Water Quality Problems Stephen Booth, PhD Craig Thompson, PE.
Wastewater Treatment Plants & Bacteria: Strategies for Compliance Chlorine Contact Chambers; Chlorine Mixing and Contact Time for Ct Harris County Wastewater.
Slide 1 Delta Water Quality: Implications for Utility Compliance with the Safe Drinking Water Act Edward G. Means III Sr. Vice President McGuire Environmental.
Water Distribution Systems Water Quality Modelling for Civil Engineers 1 Helena M Jetmarova, GWMWater Helena M Jetmarova, GWMWater George J Kastl, MWH.
XI. Swimming Pools & Bathing Beaches A. Regulations & B. Design and safety.
Modeling Water Quality In Drinking Water Distribution Systems: Its Potential for Enhancing Water Security By: Robert Clark.
X. Operation and Maintenance A. Record-keeping for drinking water supply monitoring.
Storage Tanks Impact on Water Quality and Assessing Performance Presentation 3 April 2015.
Coliform Event Recommendations and Best Management Practices Sammamish Plateau Water and Sewer District Workshop December 9th, 2014 Sammamish Plateau Water.
Drinking Water Technical Assistance Water Treatment Plant and Distribution System KY Water and Wastewater Operators Association 57 th Annual Conference.
Resolving Drinking Water Non-compliance MCL Violations.
Water Quality & Intermittent Water Supplies Dr. Nawal Sunna’ Water Authority, Ministry of Water & Irrigation Amman, Jordan Consultation on Minimum Household.
Distribution System Regulations, Operations and Challenges
Distribution System Control Strategies.  Tank Management/Operations  Flushing  Rerouting Water  Others  optimizing existing booster chlorination.
How to reduce water consumption and reduce costs
Operational Evaluation Level Stage 2 D/DBP Rule Compliance Michael W. Deal Compliance Assurance Section Central Office Division of Drinking And Ground.
Control of Nitrification at Willmar, MN. John T. O’Connor Bart Murphy Tom O’Connor.
Technical Review Needed Fire Flow Analysis Developer Services Summit November 16, 2010 Engineering - Asset Planning Joe Dugandzic, PE.
Assessing Plant DBP Performance Using the DBP-CPE Warren J. Swanson, P.E RMSAWWA/RMWEA Annual Conference Grand Junction, Colorado Schmueser gordon.
Lecture 1 Water Distribution Systems
Sourcewater coag/settling filtration storage elevated tank consumer Optimizing the chemistry in a water treatment plant.
Urban Water Department of Hydro Sciences, Institute for Urban Water Management Peter Krebs Dresden, Global water aspects 1 Introduction to urban.
What effects do they have in drinking water
Dr. Joel J. Ducoste, North Carolina State University, 1 Importance of water “Water is life” Looking at water, you might think that it's the most simple.
Short and Long Range Water Supply Planning and Aquifer Performance Test (APT)
Water Usage and Treatment. Where does the water that we use come from? Fresh water – lakes, rivers, streams, ground water Most water on the planet is.
F LORIDA S OLAR E NERGY C ENTER Creating Energy Independence Since 1975 A Research Institute of the University of Central Florida Northern Climate System.
Disinfectants and Disinfection Byproducts Rule (Stage 1&2 DBPRs) Wyoming Potable Water Age, Lagoon Aeration and Utility Line Replacement Seminar Hosted.
Study on removal of bromate by activated carbon By Weifang Chen.
BALANCE OF MATERIAL. Practical Advices During the generation of the Material Balance phase.
Distribution System Optimization for Water Quality By Brian T. Bisson, P.E. This paper is based on a collaborative effort of the Ohio EPA and the Technology.
1 Public Hearing User Rate Adjustments April 8, 2008.
Nitrification Action Plans
Water System Master Plan & Rate Study City of DeKalb, Illinois City Council Presentation May 16, 2015.
December 10, 2009 TOWN OF PALM BEACH WATER COMMITTEE Discussion of Water Plant Options.
Activities Review for the Water Unit Test.
Distribution System If microorganism colonize a storage vessel, the latter then acts as a microbial reservoir and contaminates all water passing through.
ENVIRONMENTAL SCIENCE 5.4 The Waterworks. At the Waterworks When reservoirs or rivers are the source of drinking water, the water must be treated to remove.
Water and Wastewater Rates Public Hearing July 15, 2015 The Reed Group, Inc. 1.
1 Highland Water District CAPITAL IMPROVEMENT PLAN.
OBG PRESENTS: Lead Corrosion: Lessons Learned and New Approaches George Rest, PE | Michelle McEntire, PE – Tifft Water Supply Symposium – September 22,
The importance of clean drinking water in animal production.
System Operations: Flushing Program
Messaging & Testimonials
Water System Infrastructure
October 19, 2006 Oklahoma Water Resources Board City of Tulsa
Chloramination 101 Scott Kahle ASA Analytics.
Amherst , MA, Drinking Water System Atkins Water Treatment Plant
Nunavut Water Board Public Hearing
Chapter 10 Groundwater.
Types of Water Treatment Processes
Treatment – Chlorine Disinfection
Presented by thomas j. Haglund, general manager
Optimizing Chlorine Flush
WATER Treatment & Quality
Source Water monitoring
Adapting to a New Era: Declining Flow and Deteriorating Water Quality
Water Security Plan E. Chauveheid Water Quality Manager
Residual Chlorine Improvement in Woodhill Water Supply Zone
Lebanon Water Works National Optimization Goals Case Study - Meeting the Goals at the Lebanon Water Works Company Daren Thompson, MBA, MPM.
Trihalomethanes Removal Evaluation
Presentation transcript:

Age of Potable Water Impacts on DBP’s and Disinfection Residuals

Two Basic Strategies Keep Your Water Young Strategy –Manage residence time in the system Preserve Your Water Quality Strategy –Manage water properties to extend the storage life

Water Ageing Factors System Demands –Water conservation programs –Water rates –Seasonal fluctuations System Storage –Reservoir capacity –Pipeline capacity –Local demands

Manage System Demands Water Conservation Programs –Often required by situations beyond your control. These could be: Supply shortage Funding requirements Political –Evaluate the down side –Strike a balance

Manage System Demands Water rates –Higher rates = Lower usage –Evaluate the down side of rate increase Seasonal rate structure –Strike a balance

Manage System Demands

Manage Reservoir Storage Set Seasonal Operating Levels –Maintain minimum levels in winter Fire capacity Average use Manage Fill and Drain Cycles –Fluctuate Levels –Manage fill rates

Manage Reservoir Storage –Higher fill rates promote mixing –Mixing reduces dead storage –Down side is higher demand charge for power utility –Pump during low consumption times of the day –Consider you reservoir design

Manage Reservoir Storage Mixing systems Solar Bee Tideflex

Manage Pipeline Storage Fire flow normally determines the pipe size Reduce dead ends Monitor and actively manage the system –Mainline flows –Disinfectant levels –Flush as necessary –Use EPS model –Identify and manage problem areas

Manage Pipeline Storage Identify and Manage Problem Areas –Dead ends –Stagnate loops –Pressure zone breaks –Long transmission lines –Pipe condition Age Material Lining

Extend Useful Pipe Life Goals Protect customers from acute illness –Maintain disinfection residual levels –Prevent microbiological contamination Protect customers from chronic illness –Inhibit disinfection by product formation –Nitrification Maintain aesthetic quality –Taste & Odor –Color

Manage pH Bulk Water Disinfection Lower pHHigher pH Biofilm Disinfection Corrosion BioFilm Stability Disinfectant Decay Rate Persistent Combine Chlorine residuals DBP formation Nitrification

Manage pH

Chlorine Break point and pH

Manage DBP’s Remove precursor materials –TOC removal –Color –UV 254 abs –Source water Minimum Chlorine Levels –Microbes –Distribution system

Manage DBP’s TOC Removal –Enhanced Coagulation –Absorption PAC GAC –Reduce Chlorine Demand

Manage Disinfectant Demand

Manage DBP’s Reduce Disinfectant Aeration Inhibit Formation –Ozone –Oxygen

Laramie’s Experience Starting Conditions –Raw Water TTHMFP 350 – 500 ppb –Distribution THM ppb –Chlorine level 0.7- ND –pH not managed –Coagulation not enhanced –Pressure zone flow not managed Current Conditions –Raw Water TTHMFP unknown new source –Distribution THM ppb –Chlorine Level –pH managed at 7.6 –Enhanced coagulation –Active pressure zone flow management

Laramie’s Treatment Strategies Remove precursor material Inhibit formation Monitor removal by –Color removal –Chlorine demand –TOC removal –Chlorine decay rate Monitor inhibition by –UV 254 abs

Chlorine Decay Rate Place sample in a series of non reacting glass bottles Analyze residual over time Plot Ln(Ct/Co) Should be a straight line. Slope of the line is the decay rate.

Laramie’s Distribution Strategies Minimize residence time Remove precursors –Reservoir operating levels –Eliminate dead ends –Redesign Low Level reservoir inlet –Color removal –Chlorine demand –TOC removal –Chlorine decay rate –Pressure zone circulation –Take advantage of large irrigation flows –Flush where necessary –Identify and correct problem areas

Laramie’s Distribution Strategies Stabilize Bio-Film Extend usable water age –Manage pH –Maintain alkalinity –Manage corrosion –Maintain consistent chlorine residuals –Maintain consistent TOC removal –Lower chlorine decay rate –Promote circulation and mixing –Identify problem areas

Distribution System Modeling Long term process requires many iterations Requires regular maintenance Calibrate using systematic field measurements –SCADA –Grab