VILLAGE OF NORTH BALTIMORE WTP CLEARWELL THM REMOVAL SYSTEM
|
|
- Alexandra Morton
- 6 years ago
- Views:
Transcription
1 VILLAGE OF NORTH BALTIMORE WTP CLEARWELL THM REMOVAL SYSTEM Two 15 HP Spray Units Operational Spray Unit Two 2 HP Ventilation Fans SAMPLE DATE WATER TEMP (degc) WTP Production (MG) Village of North Baltimore Certified Lab Results Since Installation of THMRS (all values TTHM in ppb, except where noted) WTP PRODUCTION RATE (GPM) TTHM SUMMARY UNTREATED WET WELL TREATED WET WELL DS202 (Dist. Sample) % Removal In Clearwell #2 Regrowth in System "Could've Been" TTHM Value Total THM % Removal by Species 4/3/ % /6/ % NA 5/20/ % NA 6/3/ % NA 6/17/ % NA 7/1/ % NA 7/16/ % NA 7/30/ % NA 8/13/ % NA Chloroform Bromodichloromethane Dibromochloromethane Bromoform Operational February 2013, Village of North Baltimore, Jones & Henry Engineers & Peterson Construction
2 VILLAGE OF FLORIDA OHIO ELEVATED STORAGE TANK THM REMOVAL SYSTEM Purposes: to demonstrate the THMRS technology in general To demonstrate the removal at different locations To quantify the additional benefit from installing additional treatment capacity (i.e. consider use of 10 HP/0.66 MGD instead of 5 HP/0.33 MGD) Pilot designed to incorporate a 50 gpm pilot nozzle with similar characteristics of the full scale Medora Co. THMRS Nozzles (thousands of laser punched orifices) Float assembly and hose assembly are ready for installation of the. nozzle/pump assembly Pilot was filled with 500 gallons of site specific water and operated through at least three detention times Pilot was NOT required by Ohio EPA. However, owner & engineer chose to perform due diligence and explore the capabilities of the technology through piloting. THM Removal Unit fully operational within the Florida Elevated Tank. Note: 5.6 miles from Napoleon to Florida, and 2.4 miles from Florida to Okolona Pipe from Napoleon to Florida is about 77,000 gallons with 25,000 gpd flow, or about 3 days water age. From Florida to Okolona is about 33,000 gal water usage for Okolona uncertain, approx to 10,000 gpd max., so water age is about 3 to 6 days. Example of a roof mounted ventilating blower. Village of Florida THM Results Since Installation of THMRS (all values Total THM in ppb) Date Master Meter TTHM Base of Tank Florida Fire Hall Okolona MR001 12/10/ /26/ April 2013 Regulatory 29 THM Removal is at least 48%. No way of knowing true "Untreated THM Concentration" after 3 days of residence time in the main to Florida NORTHWESTERN WATER & SEWER DISTRICT RECIRCULATING PILOT TESTING Operational Fall 2012, Poggemeyer Design Group In conjunction with Poggemeyer Design Group & IFM, August 2013 Location TTHM Removal After One Detention Time TTHM Removal After Second Detention Time TTHM Removal After Third Detention Time Study Area 1 41% 38% (63%) 36% (77%) Study Area 2 50% 46% (73%) 46% (85%) Values in parentheses (XX%) are cumulative removals.
3 Summarized Case Study: GA-74 Rockdale Water Resources (FW) Conyers, GA Key words: Conyers, GA, RW reservoir, iron, manganese, dissolved oxygen, short-circuiting, chemical savings Photos: Top photo shows one of two SolarBees in the plant s pretreatment reservoir; second photo shows placement of both units in the reservoir. Owner: Rockdale Water Resources, Conyers, GA; Lee Pope, Manager, Tel.: Reservoir or Lake Use: Man-made lined storage reservoir which receives water from Black Shoals Lake. This reservoir serves as a raw water source for the city of Conyers, GA. System Overview and Reservoir Data: Surface area is 6 acres; volume is 20 MG and maximum depth is 15 ft. when full. Design flow to water treatment plant is 22 MGD. Reported Problem Before SolarBee Installation: High levels of iron (Fe) and manganese (Mn) entering the treatment plant, short-circuiting, low levels of dissolved oxygen (DO). SolarBee Installation: Date: November 2002; installed two (2) SB10000 units with 24-hour kits; a chemical injection kit was also installed on one SolarBee. Results: Soon after installation, the manager reported DO levels at near saturation and significant reductions in Mn concentrations. Testing in 2003 and 2004 indicated relatively high levels of Fe and Mn coming from the feeder lake (i.e., Black Shoals Lake). From fall through spring (when Black Shoals Lake is naturally mixed and oxygenated), influent concentrations averaged 1.2 mg/l Fe and 0.2 mg/l Mn. During summer stratification of Black Shoals Lake, influent concentrations averaged 1.8 mg/l Fe and 0.35 mg/l Mn. Although testing showed large amounts of Mn entering the reservoir, concentrations entering the water treatment plant were significantly reduced. As influent water goes through the SolarBee pond, with a 1-2 day detention time, there was about a 20% average reduction in Fe and a 50% average reduction in Mn. The use of chemicals for precipitating these metals has been minimized. The manager is very pleased with both the significant improvements in water quality as well as the customer service PSI has provided him. Last updated: Copyright SolarBee, Inc., 2007 For information on SolarBee call , or see
4 Medora Corporation Summarized Case Study (RW) Lake Varner, Covington, GA Key Words: Covington, GA, raw water, blue green algae, taste and odor, treatment savings, circulation Photos: The left photo is an aerial photo showing the placement of the 12 SolarBee units in Lake Varner. The center photo shows the lake and boat ramp access. The right photo is an aerial photo of Lake Varner. Owner: Newton County Board of Commissioners, Covington, City of, Georgia; Contact: Jason Nord, Water Production Director; Telephone: Mobile ; System Overview: Lake Varner is a large habitat for avian wildlife, and provides drinking water and recreational activities to the residents of Covington and Newton County. Lake Varner is known as an excellent fishing destination as well as an important source of raw water. It is an 850+ acre man-made reservoir that feeds the Cornish Creek WTP in Newton County, GA. The plant s production capacity is currently around 10 to 12 mgd, and future flows are forecasted to be over 25 mgd. Reported Problem Before SolarBee Installation: In recent years Lake Varner experienced problems associated with blue-green algae, which can contribute to taste and odor problems in drinking water and be potentially toxic to fish and wildlife. Environmentalists have identified an emerging neurological problem with certain bird species and speculate that toxins existing within certain blue-green algae strains are the cause. It has been verified that the blue-green algae within Lake Varner contains very high levels of these toxins. Newton County previously used chemicals to control the algae growth, but increased costs for the chemicals in recent years led county leaders to research new options for keeping the water supply safe. SolarBee Installation: Date: On 4/25/2013 the city installed 12 SolarBee SB10000HWv18 units in Lake Varner, as an epilimnetic deployment. Primary objectives for the installation are to provide long-distance circulation in order to control harmful blue-green algae blooms and reduce taste and odor issues. Results: In early 2013, the Georgia Environmental Finance Authority approved financing for the Newton County board of commissioners to purchase and install solar-powered reservoir circulators called SolarBees in Lake Varner. The SolarBees saved the county approximately $250,000 in annual chemical costs the first year. The county will see a total return on investment with the SolarBees in about four years. The SolarBees have completely eliminated the need for algaecide application and have lowered the PAC (powdered activated carbon) usage by at least 75%. Taste and odor issues have been resolved. The SolarBee circulators are an important investment for the community, improving the water quality of Lake Varner, reducing system costs, safeguarding public health and protecting the ecosystem. This community is very pleased with the SolarBee installation and is happy to serve as a positive reference. USGARW-LOC ; Last updated August 12, Medora Corporation
5 Summarized Case Study: GA-105 City and Children s Lakes (FW) Palmetto, GA Key Words: Palmetto, GA, RW reservoir, blue-green algae, manganese, iron, taste and odor, dissolved oxygen Photos: First and second photos are aerial shots showing the location of the two SolarBees in City Lake and the single unit in Children s Lake, respectively. The third photo shows the SolarBee in Children s Lake. Owner: City of Palmetto, GA; Contact person: William F. (Butch) Gaddy III, Public Works Director, Tel: Reservoir or Lake Use: Both lakes are used as raw water supply reservoirs for the water treatment plant serving the City of Palmetto, GA. System Overview and Reservoir: City Lake: surface area is 36.4 acres, maximum depth is 15 ft with an average depth of about 10 ft. Children s Lake: surface area of 22.6 acres with maximum depth of 25 ft and an average depth of about 20 ft. Reported Problem Before SolarBee Installation: The lakes had a history of blue-green algae blooms causing taste and odor problems created by the algal release of MIB and geosmin, as well as undesirablyhigh concentrations of manganese (up to about 0.9 mg/l) and iron (about 1.7 mg/l). The primary objective is to increase dissolved oxygen concentrations in order to oxidize and lower concentrations of soluble manganese and iron, with the secondary objective to control blue-green algae blooms and prevent associated taste and odor problems. SolarBee Installation: Date: June 2004, installed two (2) SB10000 units in City Lake, and one (1) SB10000 in Children s Lake. Results: During the first year, manganese concentrations were lowered to about 0.05 mg/l, and have remained low since. Blue-green algae blooms have also been controlled, eliminating the associated taste and odor problems. Both the operator and the Palmetto Water District are very happy with the SolarBees, the realized benefits from circulation, and the support provided by SolarBee staff. Last updated: Copyright SolarBee, Inc., 2007 For information on SolarBee call , or see
6 Summarized Case Study: GA-108 Sherrill s Creek Reservoir (FW) Union Point, GA Key Words: Union Point, GA, RW reservoir, blue-green algae, manganese, iron, THM/HAA, taste and odor, hypolimnetic oxygenation, treatment savings Photo: Photo shows placement of the two SolarBees in Sherrill s Creek Reservoir. Owner: City of Union Point, GA. Contact person: David Stephens, Superintendent, Tel: Reservoir or Lake Use: Sherrill s Creek Reservoir is the raw water supply reservoir for the city of Union Point, with a water treatment plant (WTP) situated adjacent to the lake. Outflow to the plant is approximately 0.2 MGD, and the reservoir has a hydraulic detention time of about 774 days. System Overview and Reservoir: This man-made reservoir has a surface area of about 48 acres, with an average depth of 10 ft and a maximum depth of 14 ft near the dam. Reported Problem Before SolarBee Installation: The reservoir had a history of blue-green algae blooms, as well as high manganese and iron concentrations, both of which caused taste and odor problems. The WTP reported levels of manganese entering the plant during the summer typically around 7 mg/l, and as high as 20 mg/l. The objectives for installing SolarBees in the reservoir are to reduce levels of iron and manganese entering the treatment plant, eliminate the need for chemical treatments to control algal blooms, and improve digestion of organics in the reservoir for long-term improvement in levels of THMs (trihalomethane) and HAAs (haloacetic acid). SolarBee Installation: Date: June 2005, installed two (2) SB10000v12 units one unit placed in the center for algae control with intake set above the thermocline, and the second unit deployed near the water intake to the WTP with the intake set deep for keeping water entering the WTP oxic for manganese control. Results: During the first summer, manganese concentrations coming in to the WTP dropped from approximately 3 mg/l to about 0.3 mg/l. After fine-tuning intake hose depths, manganese concentrations dropped even further to < 0.1 mg/l, eliminating the need to add potassium permanganate for mitigation. In the 20 years the superintendent has been at the WTP, he has never seen manganese concentrations in the raw water entering the plant so low. Blue-green algae bloom control has also been achieved with excellent results, including the absence of taste and odor complaints since installations and eliminating the need for costly toxic chemicals applications or grid-powered aeration. The City is very satisfied with their investment in SolarBees, and the superintendent appreciates very much the improved water quality and more stable consistency of raw water entering the WTP. Last updated: Copyright SolarBee, Inc., 2008 For information on SolarBee call , or see
Reducing THM via Aeration: A Case Study August 28, 2014
1 Reducing THM via Aeration: A Case Study August 28, 2014 by Gary Williams, P.E. Jones & Henry Engineers WEA-AWWA 2014 Technical Conference & Expo Agenda 2 Location History Pilot Implementation Take Away
More informationLake Houston SolarBee Project Report by
Main Office and Service Center SolarBee, Inc. 530 25th Ave E, PO Box 1930, Dickinson, ND 58602 (866) 437-8076 (701) 225-4495 Fax (701) 225-0002 http://www.solarbee.com Lake Houston SolarBee Project Report
More informationHypolimnetic Aeration System is Breathing New Life Into Aurora Reservoir
Hypolimnetic Aeration System is Breathing New Life Into Aurora Reservoir November 8, 2017 North American Lake Management Society 2017 Annual Conference M o b le y E n g i n e e r i n g Presenters and Authors
More informationEnergy Efficient Mixing
Energy Efficient Mixing Medora Corporation THMs: Source, Clearwell & Tank Controls H Kenneth Hudnell, PhD David Summerfield Headquarters: Medora Corp., 3225 Highway 22, Dickinson, ND 58601 Regional Manager
More informationTTHM Reduction Corrective Action Update 1 st Progress Meeting October 18, Robert Horvat, P.E x1501
TTHM Reduction Corrective Action Update 1 st Progress Meeting October 18, 2016 Robert Horvat, P.E. rhorvat@entecheng.com 800 825 1372 x1501 Tri County Joint Municipal Authority background Why are we here?
More informationUtility Partner Data Report
Utility Partner Data Report Project Title: Studying Distribution System Hydraulics and Flow Dynamics to Improve Water Utility Operational Decision Making Water Distribution System: Paris, Kentucky Project
More informationAeration Strategies for TTHM Control
Aeration Strategies for TTHM Control Chad Seidel, Ph.D., P.E. Stephen Acquafredda, P.E. Damon S. Williams Associates, LLC AZWA Water Treatment Committee Seminar Series Water System Optimization Tuesday,
More informationGridBee. Ice Prevention In Potable Water Storage Tanks With Solar-Powered Active Mixing. White Paper. Updated August 2013
GridBee Main Office and Service Center Medora Corporation 3225 Hwy 22 Dickinson, ND 58601 +1 (701) 225-4495 Fax (701) 225-0002 www.medoraco.com Ice Prevention In Potable Water Storage Tanks With Solar-Powered
More informationSubmerged Membranes to Replace Media Filters to Increase Capacity 4X for a Small Community. Richard Stratton, PE HDR Engineering, Inc.
Submerged Membranes to Replace Media Filters to Increase Capacity 4X for a Small Community Richard Stratton, PE HDR Engineering, Inc. Main Points of this Presentation Membranes can provide 4 times the
More information-SELECTION- -MAINTENANCE- -WATER AGE AND THM REMOVAL- Robert C. Heady, P.E., S.I., ENV SP Project Manager Civil Design Associates, Inc.
-SELECTION- -MAINTENANCE- -WATER AGE AND THM REMOVAL- Robert C. Heady, P.E., S.I., ENV SP Project Manager Civil Design Associates, Inc. November 15, 2017 1 2 Tank Selection Location Type Costs Construction
More informationTrials and Tribulations of Building a Pilot Plant:
Trials and Tribulations of Building a Pilot Plant: Tackling Water Quality Challenges Suez Water New York Gerry Remsen, PE & Elsie Kitcher, PhD NYSAWWA Spring 2017 Saratoga, NY Outline LDF Plant Challenges
More informationStrategies for Using Tank Aeration for Stage 2 DBP Compliance
Strategies for Using Tank Aeration for Stage 2 DBP Compliance David S. Briley, P.E. Hazen and Sawyer Tiffanie Hawley Cape Fear Public Utility Authority Erik Rosenfeldt, Ph.D, P.E. Hazen and Sawyer Allison
More informationNELSONVILLE WATER TREATMENT PLANT IMPROVEMENTS
Location City of Nelsonville, Ohio Environmental Engineering, Design and Bidding, Construction Administration and Observation, Start-up Services Cost $4.25 million Size 1,000 gallon per minute Professional
More informationbiologically active filtration
biologically active filtration FOR TASTE AND ODOR CONTROL AT LAKE MANATEE WATER TREATMENT PLANT BY MIKE NIXON, EI, ENGINEER INTERN, MCKIM & CREED PHIL LOCKE, PE, SENIOR PROJECT MANAGER, MCKIM & CREED KATIE
More informationSide by Side Piloting of Process Alternatives Yields Direct Performance Comparison
OBG PRESENTS: OBG PRESENTS: Side by Side Piloting of Process Alternatives Yields Direct Performance Comparison LORI W. REID, P.E. New York State AWWA Spring Meeting, April 26, 2017 Outline Background Project
More informationLimnology 101. PA AWWA SE District & Eastern Section WWOAP Joint Technical Conference October 13, 2016
Limnology 1 PA AWWA SE District & Eastern Section WWOAP Joint Technical Conference October, 2 Kristen Bowman Kavanagh, P.E. Flow Science Incorporated Limnology is the study of the biological, chemical,
More informationUCMR4 Cyanotoxins. What Will You Do If You Find Them? Keith W. Cartnick AWWA PA Annual Conference 2019
UCMR4 Cyanotoxins What Will You Do If You Find Them? Keith W. Cartnick keith.cartnick@mottmac.com AWWA PA Annual Conference 2019 What are algae? Most are microscopic, photosynthetic organisms More of an
More informationIron/Manganese Package Plant Pre-Engineered Ground Water Treatment. Village of Bolivar, NY
Iron/Manganese Package Plant Pre-Engineered Ground Water Treatment Village of Bolivar, NY Fe/Mn Removal/Village of Bolivar, NY Presentation Outline Fe/Mn Overview Treatment Options Village of Bolivar Challenge
More informationTHM Analysis From Compliance to Optimization
THM Analysis From Compliance to Optimization Kazi Hassan Ph.D. Senior Engineer (Water) April 20, 2015 Disinfection Byproducts (DBP) Disinfection byproducts are formed when disinfectants used in water treatment
More informationTHM Removal by Water Spray Aeration- Tank Top Results. Thomas F. Clark, P.E. Production Engineer Monroe County Water Authority Rochester, New York
THM Removal by Water Spray Aeration- Tank Top Results Thomas F. Clark, P.E. Production Engineer Monroe County Water Authority Rochester, New York Monroe County s Primary Water Supply Lake Ontario Shoremont
More informationOKLAHOMA CLEAN LAKES AND WATERSHEDS 23rd ANNUAL CONFERENCE AGENDA. SUCCESS STORY: 20 YEARS of HYPOLIMNETIC OXYGENATION of a RESERVOIR
OKLAHOMA CLEAN LAKES AND WATERSHEDS 23rd ANNUAL CONFERENCE AGENDA SUCCESS STORY: 20 YEARS of HYPOLIMNETIC OXYGENATION of a RESERVOIR Agenda EBMUD & Camanche Reservoir Water Quality Challenges Speece Cone
More informationUtility Partner Data Report
Utility Partner Data Report Project Title: Studying Distribution System Hydraulics and Flow Dynamics to Improve Water Utility Operational Decision Making Water Distribution System: Nicholasville, Kentucky
More informationDenver Water supplies water to
Aeration Mile-High Decisions: Denver Sarah Dominick and Kelly DiNatale Considerations in the Selection, Design, and Installation of a Drinking Water Reservoir Oxygenation System Background on Marston Reservoir
More informationTHM Removal by Water Spray Aeration- Tank Top Results. Thomas F. Clark, P.E. Production Engineer Monroe County Water Authority Rochester, New York
THM Removal by Water Spray Aeration- Tank Top Results Thomas F. Clark, P.E. Production Engineer Monroe County Water Authority Rochester, New York Monroe County s Primary Water Supply Lake Ontario Treatment
More informationCity of Morden Public Water System Annual Report 2016
City of Morden Public Water System Annual Report 26 This report is available online at the City of Morden website - www.mordenmb.com as of March 3 st, 26 Email Town address is: tmorden@mordenmb.com Paper
More informationAvon Lake Corrosion Control Study and Orthophosphate Implementation. Andrew Skeriotis, Stantec Greg Yuronich, Avon Lake Regional Water
Avon Lake Corrosion Control Study and Orthophosphate Implementation Andrew Skeriotis, Stantec Greg Yuronich, Avon Lake Regional Water Agenda 1 History and Background of Avon Lake 2 Lead and Copper in Water
More informationDisinfection and Disinfection Byproducts (DBP)
Disinfection and Disinfection (DBP) 1 Regulatory Requirements for Disinfection By-Product Management & Disinfection By-Product Monitoring for Water Treatment Plants 2 DPB Rule Requirements Rule/Requirement
More informationCENTRALIZED TREATMENT OPTIONS AND CHALLENGES
CENTRALIZED TREATMENT OPTIONS AND CHALLENGES Mike Richardson, Water Resources Manager Ben Kearns, Surface Water Operations Supervisor THE CAPE FEAR PUBLIC UTILITY AUTHORITY Established July 1, 2008 Self
More informationLoveland Water and Power: Algal Mitigation Assessment
Loveland Water and Power: Algal Mitigation Assessment Technical Memorandum April 14, 2017 Prepared by Corona Environmental Consulting, LLC 357 S. McCaslin Blvd., Suite 200 Louisville, CO 80027 303.544.2161
More informationDisinfection Byproducts in the Drinking Water What Does it Mean and What is Being Done
Disinfection Byproducts in the Drinking Water What Does it Mean and What is Being Done Existing Water System What Are Disinfection Byproducts (DBPs)? DBPs are formed when disinfectants used in water treatment
More informationComparing the Leopold Clari-DAF System to Upflow Contact Clarification
JUST ADD WATER Comparing the Leopold Clari-DAF System to Upflow Contact Clarification James E. Farmerie Product Manager The F. B. Leopold Co., Inc. 227 South Division Street Zelienople, Pennsylvania 16063
More informationCity of Oregon Wastewater Treatment Plant (WWTP) Secondary Treatment Improvement Project Phases 1 & 2 FAQ Sheet
City of Oregon Wastewater Treatment Plant (WWTP) Secondary Treatment Improvement Project Phases 1 & 2 FAQ Sheet WHY IS THE CITY OF OREGON DOING THIS PROJECT? Along with other communities across the country,
More informationASSESSMENT OF LAGOON ODOR EMISSIONS BEFORE AND AFTER INSTALLATION OF SOLAR-POWERED CIRCULATORS; MYRTLE BEACH WATER RECLAMATION FACILITY
ASSESSMENT OF LAGOON ODOR EMISSIONS BEFORE AND AFTER INSTALLATION OF SOLAR-POWERED CIRCULATORS; MYRTLE BEACH WATER RECLAMATION FACILITY Prepared for: B. P. Barber & Associates 101 Research Drive P.O. Box
More informationInnovative Improvements to a 53-Year Old Water Plant for HABs, Crypto, and Whatever Else the Maumee River Brings
Innovative Improvements to a 53-Year Old Water Plant for HABs, Crypto, and Whatever Else the Maumee River Brings Robert T. Shoaf, P.E., BCEE AECOM (Columbus, Ohio) Scott Hoover, Plant Superintendent Napoleon,
More informationDisinfection By-Products
Disinfection By-Products Meeting the Challenge of Compliance with USEPA DBPR Stage 2 PA AWWA 64 th Annual Conference May 2-4, 2012 T. Mike Sudman City of Celina Todd W. Hone City of Celina Cheryl L. Green
More informationCITY COUNCIL AGENDA MEMORANDUM
CITY COUNCIL AGENDA MEMORANDUM City and County of Broomfield, Colorado To: From: Prepared by: Mayor and City Council Charles Ozaki, City and County Manager Rich Coufal, Water Division Superintendent David
More informationDW Module 23: Organic Removal Answer Key
DW Module 23: Organic Removal Answer Key EXERCISE UNIT 1: Use the Word Box above to complete questions. Words used twice are indicated with a (2). Word Box Air Stripping (2) Adsorption (2) Boiling Carbon
More informationOxygenation Applications
Oxygenation Applications IWA Symposium on Lake and Reservoir Management Oxygenation of Lakes and Reservoirs Workshop August 3, 2015 Presented by: Mark H. Mobley, P.E. What Do These Diffusers and Things
More informationCity of Enderby Water Treatment Plant
City of Enderby Water Treatment Plant The City of Enderby is located in the beautiful NorthOkanagan with a population of 3200 residents. The central location between Vernon and Salmon Arm allows easy access
More informationOnline THM Analyzer Integral to City of Benicia s Stage 2 DBPR Compliance Strategy
Online THM Analyzer Integral to City of Benicia s Stage 2 DBPR Compliance Strategy Author: Scott Rovanpera, Superintendent, City of Benicia Water Treatment Plant, srovanpera@ci.benicia.ca.us or Tel: +1
More informationWATER INTAKE & DISTRIBUTION MM1
TOLEDO WATER Andy McClure Manager, Water Treatment Department of Public Utilities City of Toledo Department of Public Utilities TMACOG Lake Erie Algae Sources and Solutions 1.22.15 Information Compiled
More informationLowering THMs in Your Distribution System Using In-Tank Aeration
Lowering in Your Distribution System Using In-Tank Aeration August 5, 2015 Dr. Peter S. Fiske PAX Water Technologies, Inc. 1 Some great resources McGuire et al., August 2014 20-page JAWWA article summarizing
More informationDoes ultrasound work for bluegreen algae control at lower cell counts (1000 cells/ml)? This would be for MIB/G control.
Question Does ultrasound work for bluegreen algae control at lower cell counts (1000 cells/ml)? This would be for MIB/G control. Answer No reason to think it cannot. However, if the geosmin or MIB is already
More informationCASE STUDY: CLEAN-FLO inversion oxygenation reverses eutrophication - improves raw drinking
CASE STUDY: CLEAN-FLO inversion oxygenation reverses eutrophication - improves raw drinking water The Challenge Toa Vaca dam was built in 1972 to create a 247 acre raw drinking water reservoir in Puerto
More informationMonitoring, Predicting, Preventing and Controlling of (toxic) Cyanobacteria Blooms
Monitoring, Predicting, Preventing and Controlling of (toxic) Cyanobacteria Blooms Company Profile LG Sonic Founded in 1999 Headquarters: The Netherlands Team of 13 ecologists, microbiologists, and environmentalists
More informationColumbus Taste and Odor Event
Columbus Taste and Odor Event Hap Cremean Water Plant (HCWP) Hoover Reservoir Dublin Road Water Plant (DRWP) Griggs Reservoir O Shaughnessy Reservoir Upground Reservoir Upground Reservoir Parsons Avenue
More informationWater Treatment Plant Startup Issues and Considerations
Water Treatment Plant Startup Issues and Considerations Joe Guistino, Coastside County Water District Aileen Kondo, Kennedy/Jenks Consultants California-Nevada Section AWWA Annual Fall Conference 2 October
More informationACHIEVING STAGE 2 DBPR COMPLIANCE THROUGH SYSTEM OPTIMIZATION AND EFFICIENT USE OF POST-FILTRATION GAC: A 5 YEAR CASE STUDY
ACHIEVING STAGE 2 DBPR COMPLIANCE THROUGH SYSTEM OPTIMIZATION AND EFFICIENT USE OF POST-FILTRATION GAC: A 5 YEAR CASE STUDY AMANDA WILLIAMS (CO-WRITER: PETER THOMPSON JR.) WATER QUALITY SUPERVISOR PALMDALE
More informationInnovative Method to Reduce Land Area and Cost in the Treatment of Acid mine Drainage by
Presented at the 2001 National Association of Abandoned Mine Lands Conference, August 19-22, 2001, Athens, Ohio Innovative Method to Reduce Land Area and Cost in the Treatment of Acid mine Drainage by
More informationWastewater Treatment - Energy Saving Opportunity
Wastewater Treatment - Energy Saving Opportunity Facultative Pond - Limitations / Challenges No aeration equipment Rely on wind for mixing Rely on algae for DO Short circuiting issues Sludge buildup Odors
More informationStubbs Bay Feasibility Study. Completed for: Minnehaha Creek Watershed District By: Barr Engineering July 2004
Stubbs Bay Feasibility Study Completed for: Minnehaha Creek Watershed District By: Barr Engineering July 2004 Stubbs Bay, Lake Minnetonka Lake surface area of 199 acres Maximum depth of 37 feet, mean
More informationMiddlefield Village Water Department Drinking Water Consumer Confidence Report 2016
Middlefield Village Water Department Drinking Water Consumer Confidence Report 2016 The Village of Middlefield has prepared the following report to provide information to you, the consumer, on the quality
More informationH. WATER RESOURCES. a. describe the characteristics, uses, and quality of Orland's significant water resources;
H. WATER RESOURCES 1. Purpose This section will present an overview of Orland's water resources. An understanding of water resources is important since all residents must have a reliable source of drinking
More informationDBP Treatment Strategies. Learning Objectives. DBP Control Options Optimize existing facilities
DBP Treatment Strategies Workshop developed by RCAP/AWWA and funded by the USEPA Learning Objectives Describe treatment strategies to address DBP formation Evaluate the various strategies to choose the
More informationTOTAL TRIHALOMETHANES (TTHM) MITIGATION FEASIBILITY STUDY AND PILOT TESTING ABSTRACT KEYWORDS
ABSTRACT TOTAL TRIHALOMETHANES (TTHM) MITIGATION FEASIBILITY STUDY AND PILOT TESTING Perry Gayle, PhD, PE, URS Corporation NC Patricia Chandley, PE, URS Corporation NC Porter Rivers, III, PE, URS Corporation
More informationMatt Leach, P.E. CH2M. Mark Eppich, P.E. City of Columbus Division of Water. S. Dean Ramsey, P.E. CH2M
Matt Leach, P.E. CH2M Mark Eppich, P.E. City of Columbus Division of Water S. Dean Ramsey, P.E. CH2M 1 Presentation Topics Project Background Project Team Unique Challenges and Opportunities Risk Assessment
More informationRemoving Algal Toxins from the Toledo Tap
Removing Algal Toxins from the Toledo Tap Warren Henry City of Toledo Nick Burns Black & Veatch Agenda Lake Erie, 2011 Background on algal toxins Concerns Treatment Effectiveness Toledo Experience Summary
More informationSeasonal Source Water Quality and Treatment Challenges Town of Newburgh s Chadwick Lake Filtration Plant
Seasonal Source Water Quality and Treatment Challenges Town of Newburgh s Chadwick Lake Filtration Plant Clayton Johnson GHD Kevin Castro GHD James Osborne Town of Newburgh Image placeholder Outline Introduction
More informationOhio Section AWWA NW District Fall Meeting April 20, City of Delaware Water Plant Improvements
April 20, 2016 City of Delaware Water Plant Improvements 1 NW District Fall Meeting April 20, 2016 Delaware Water Plant Project Overview Converted 6.0 MGD Lime Softening Plant to 7.2 MGD Ultrafiltration
More informationLeading Creek Conservancy District Water Treatment Plant
Leading Creek Conservancy District Water Treatment Plant General Information County: Meigs Counties Served: Vinton, Meigs, Gallia Type of System: Public: 6119: X Private: Year Established: 1969 Year of
More informationA New Approach to Drinking Water Nitrate Removal. Ali Dorri Director of Business Development
Transforming Biology A New Approach to Drinking Water Nitrate Removal Ali Dorri Director of Business Development Presentation Outline 1 Nitrate Market & Treatment 2 Microvi Solution & Sunny Slope Project
More informationEcosystem Consulting Service, Inc. July 15, P a g e
Prepared for: Normanoch Association Prepared by: Robert W. Kortmann, Ph.D. Ecosystem Consulting Service, Inc. July 17, 2014 Culver Lake Status 2014 (a brief mid-summer report) Cold water fish need water
More informationAD26 Systems for Iron, Manganese, Sulfide and Arsenic Removal
AD26 Systems for Iron, Manganese, Sulfide and Arsenic Removal Technical Bulletin 2004-02 rev0707 Q: What is the AdEdge AD26 System? A: The AD26 system is a pre-engineered, packaged treatment system specifically
More informationONLINE MONITORING PRACTICES FOR MANGANESE CONTROL IN DRINKING WATER TREATMENT
ONLINE MONITORING PRACTICES FOR MANGANESE CONTROL IN DRINKING WATER TREATMENT Vadim B. Malkov, Hach Company Water Systems Optimization, 10/30/2015 INTRODUCTION Manganese in US source water why is it a
More informationSemi-Passive Bioreactors and RCTS Lime Treatment of Acid Mine Drainage
Semi-Passive Bioreactors and RCTS Lime Treatment of Acid Mine Drainage Timothy K. Tsukamoto, Ph.D. TKT Consulting, LLC TKTtim@gmail.com Bridging the Gap Between Passive and Active PASSIVE ACTIVE Limestone
More informationIntegrating Ozone and Ion Exchange into a 40 Year Old Lime Softening Plant
Integrating Ozone and Ion Exchange into a 40 Year Old Lime Softening Plant City of Columbus Division of Water: Matt Steele CH2M HILL: Enoch Nicholson DRWP Source Water and Treatment DRWP Overview Current
More informationNJWA Presents DISINFECTION BYPRODUCTS: TREATMENT OPTIONS & CHALLENGES. Stage 2 D/DBPR. Trihalomethanes DISINFECTION BYPRODUCTS.
NJWA Presents DISINFECTION BYPRODUCTS: TREATMENT OPTIONS & CHALLENGES Donald C. Kucher Chlorinator & Instrument Service, Inc. Hampton, NJ 908-735-2303 email cl2fixd@aol.com www.cl2fixd.com Stage 2 D/DBPR
More informationIn-Lake Water Quality Management for Lake Eureka: Highlights of Third Year (1983) Operation
ISWS/CIR-162/84 Circular 162 STATE OF ILLINOIS DEPARTMENT OF ENERGY AND NATURAL RESOURCES In-Lake Water Quality Management for Lake Eureka: Highlights of Third Year (1983) Operation by Raman K. Raman and
More informationBalancing Microbial Control and Stage 2 DBP Rule Compliance (at Ocean City, Maryland)
Balancing Microbial Control and Stage 2 DBP Rule Compliance (at Ocean City, Maryland) May 4, 2012 Presented by: Earl Swartzendruber, Jr., PE Whitman, Requardt and Associates, LLP Acknowledgements Town
More informationLong Point Water Treatment Plant Process Evaluation and Design Upgrades for Performance Enhancement; Dover, DE
Long Point Water Treatment Plant Process Evaluation and Design Upgrades for Performance Enhancement; Dover, DE Christopher Walker, PE Christopher Curran, PE Mark Prouty, PE May 12, 2016 Long Point Water
More informationR.N. Nordin Ph.D. Resource Quality Section Water Management Branch Ministry of Environment (now called Ministry of Water, Land and Air Protection)
Water Quality Water Quality Criteria for Nutrients and Algae Overview Report Prepared pursuant to Section 2(e) of the Environment Management Act, 1981 R.N. Nordin Ph.D. Resource Quality Section Water Management
More informationWEFTEC.06. Lake Okeechobee, Actiflo, peroxone, surface water, Cyanobacteria
FRESH IDEAS FOR FRESH WATER: OKEECHOBEE UTILITY AUTHORITY S SURFACE WATER TREATMENT PLANT USES INNOVATIVE TECHNOLOGY TO ACHIEVE HIGH QUALITY DRINKING WATER FROM LAKE OKEECHOBEE By: Curtis Robinson, E.I.
More informationCHERRY CREEK RESERVOIR DESTRATIFICATION SYSTEM
CHERRY CREEK RESERVOIR DESTRATIFICATION SYSTEM Memorandum William P. Ruzzo, PE, LLC 6641 West Hamilton Drive, Lakewood, Colorado 80227 (303) 985-1091 (303) 989-6561 fax bill.ruzzo@comcast.net To: Chuck
More informationEvaluation of Powdered Activated Carbon Feed System For Taste and Odor Removal at City of Camden WTP. Jane Gan
Evaluation of Powdered Activated Carbon Feed System For Taste and Odor Removal at City of Camden WTP Jane Gan Outline of the Presentation 2 An Overview of Algae Related T&O Factors affecting algae growth
More informationCrystal Lake and Keller Lake Water Quality Evaluation and Ferric Chloride Treatment Project
Crystal Lake and Keller Lake Water Quality Evaluation and Ferric Chloride Treatment Project Assessment for 8 Prepared for Black Dog Watershed Management Organization January 9 Crystal Lake and Keller Lake
More informationWater distribution systems throughout
FWRJ Innovative and Cost-Effective Ways to Improve Water Quality Using Distribution System Models Kelcia Mazana and Migdalia Hernandez Water distribution systems throughout Florida are facing distribution
More informationOxygenation System Design. Paul Gantzer, Ph.D., P.E.
Oxygenation System Design Paul Gantzer, Ph.D., P.E. Oxygenation System Design Outline Review oxygenation and oxygenation strategies Common denominator - Oxygen Data collection Contributors Calculations
More informationEarthTec QZ: Control of Dreissenid Mussels with a More Rational Use of Copper David Hammond, PhD
EarthTec QZ: Control of Dreissenid Mussels with a More Rational Use of Copper David Hammond, PhD Priority Sites for Mussel Control Flowing Waters (pipelines, aqueducts) Open Waters (lakes) Closed Systems
More informationCyanotoxin Evaluation and Treatment in the New York State Finger Lakes Region Pennsylvania AWWA Annual Conference
Cyanotoxin Evaluation and Treatment in the New York State Finger Lakes Region Pennsylvania AWWA Annual Conference Stephen Waldvogel, P.E. Teresa Misiti, Ph.D. The Finger Lakes Region Raw Water Supply for
More informationUsing a Recirculating Aeration System to Remove Bromoform and Other THMs. Russell Porter, P.E. May 9, 2014
Using a Recirculating Aeration System to Remove Bromoform and Other THMs Russell Porter, P.E. May 9, 2014 Presentation Outline Plant background & DBP history Description of pilot efforts Carbon Aeration
More informationLowering The Total Cost Of Operation
Lowering The Total Cost Of Operation The system removes more solids than conventional clarification, so filters can run longer between backwash cycles. Fewer backwash cycles means less backwash water,
More informationRectangular Basin = Volume, gal (Length, ft) x (Width, ft) x (Height, ft) x7.48 gal/cu.ft.
Units and Conversion Factors 1 cubic foot of water weighs 62.3832 lb 1 gallon of water weighs 8.34 lb 1 liter of water weighs 1,000 gm 1 mg/l = 1 part per million (ppm) 1% = 10,000 ppm ft 2 = square feet
More informationAmesville Water System
Water system timeline System built in 1960 s Tank telemetry failed 1970 s June 2012 duracho and electric outage May 2013-29 EPA citations (see copy) June 2014 started consultation with Triad Engineering
More informationIn-Tank Aeration for THM Removal
Nature. Technology. Innovation. In-Tank Aeration for THM Removal www.paxwater.com >> The success of the TRS aeration system in the Millingport tank has given us a new tool to reduce THMs in our system.
More informationCHAPTER SEVEN: UTILITIES
CHAPTER SEVEN: UTILITIES 7.1 Introduction The Water Works Board of the City of Auburn (AWWB) is the primary potable water service provider for the City of Auburn (City) and Auburn University. There are
More informationTHREE LAKES COUNCIL WACCABUC OSCALETA RIPPOWAM P.O. BOX 241, SOUTH SALEM, NY
THREE LAKES COUNCIL WACCABUC OSCALETA RIPPOWAM P.O. BOX 241, SOUTH SALEM, NY 10590 www.threelakescouncil.org Town of Lewisboro Planning Board P. O. Box 725 Cross River, NY 10518 February 24, 2013 Re: Petruccelli
More informationVolume 1 Executive Summary
2013 Cheyenne Water and Wastewater Master Plans Final November 27, 2013 Prepared for: City of Cheyenne Board of Public Utilities 2416 Snyder Ave. Cheyenne, WY 82001 Prepared by: HDR Engineering AMEC Earth
More informationHydrogen sulfide (H2S), is now regulated
FWRJ Seminole County Markham Regional Water Treatment Plant: Regulatory Compliance Considerations, Treatment Challenges, and Solutions Roberto Gonzalez, John Reed, Kevin Friedman, Mike Cliburn, Tim Brodeur,
More informationProcess Treatment Selection and. Jeff Macomber, P.E. One Water Conference August 28, 2014
Process Treatment Selection and Design for the City of Piqua s New WTP Jeff Macomber, P.E. One Water Conference August 28, 2014 Agenda Project Background Water Treatment Goals Process Treatment Alternative
More informationPlus. Constant Chlor MM-1S. The New Model. Municipal, Food Safety & Industrial. Applications DELIVERS PATENTED UNPARALLELED SPRAY TECHNOLOGY
Constant Chlor Plus D r y C a l c i u m H y p o c h l o r i t e Fe e d i n g S y s t e m The New Model MM-1S Municipal, Food Safety & Industrial Applications PATENTED SPRAY TECHNOLOGY DELIVERS UNPARALLELED
More informationSmithville Lake 2000 Water Quality Report
Smithville Lake 2 Water Quality Report 1. General. a. Project location. The dam is located at river mile 12.9 on the Little Platte River, a tributary of the Platte River. The drainage area above the dam
More informationPUR-1241 ADDENDUM NO. 2 INVITATION TO BID GREENSAND FILTER SYSTEM AT ELK RIDGE WATER TREATMENT PLANT
WASHINGTON COUNTY PURCHASING DEPARTMENT Washington County Administration Building 100 West Washington Street, Room 320 Hagerstown, Maryland 21740-4748 Telephone: 240-313-2330, FAX: 240-313-2331 ADDENDUM
More informationCHAPTER 3 INTRODUCTION TO TREATMENT PROCESSES
CHAPTER 3 INTRODUCTION TO TREATMENT PROCESSES AAiT.CED Zerihun Alemayehu Objectives of treatment Removal of: dissolved mineral matters, settleable suspended matter and non settleable colloidal impurities
More informationCHAPTER SEVEN: UTILITIES
CHAPTER SEVEN: UTILITIES 7.0 Introduction T he Water Works Board of the City of Auburn (AWWB) is the primary potable water service provider for the City of Auburn (City) and Auburn University. There are
More informationThe Iron Curtain Filtration System
TM The Iron Curtain Filtration System Chemical Free: No Potassium Permanganate No Salt No Chlorine Guards Against: Iron Stains Iron Tasting Water Rotten Egg Odor U.S. Patent No.: B1 5,096,596 Hellenbrand
More informationIn-Reservoir TTHM Surface Aeration: A year of results, experience and lessons learned
In-Reservoir TTHM Surface Aeration: A year of results, experience and lessons learned Jeanne M. Jensen, P.E. Steve Acquafredda, P.E. Jacobs Engineering Group, Inc. February 2, 2012 Presentation Outline
More informationOzone for the Removal of Harmful Algal Bloom Toxins and Geosmin & MIB
Ozone for the Removal of Harmful Algal Bloom Toxins and Geosmin & MIB Dr. Saad Y. Jasim, P.Eng. Manager, Utilities, Engineering and Municipal Operation White Rock, BC, Canada HARMFUL ALGAL BLOOMS, CYANOBACTERIA
More information16th Annual Surface Water Meeting October 21& 22, 2013
ALABAMA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT August 30, 2013 Volume 5, Issue 2 Alabama s Optimization Program Inside this issue: Water Based Batteries 3 Representative Distribution Sampling Storage Tanks
More informationSustainable Groundwater Management Act (SGMA) Compliance Update
Sustainable Groundwater Management Act (SGMA) Compliance Update Planning Committee June 13, 2017 Agenda Introduction Statutory Responsibilities as a Groundwater Sustainability Agency (GSA) Current Status
More information2012 Consumer Confidence Report (CCR) Annual Drinking Water Quality Report
2012 Consumer Confidence Report (CCR) Annual Drinking Water Quality Report City of Melissa -WS 0430040 Annual Water Quality Report for the period of January 1 to December 31, 2012 SPECIAL NOTICE Required
More information