Selecting the Best Dewatering Technology for a Challenging Ash Slurry

Slides:



Advertisements
Similar presentations
JOINT MEETING OF ESSEX AND UNION COUNTIES Virtual Plant Tour.
Advertisements

Newcastle Water Pollution Control Plant
Virtual Tour of Municipal Wastewater Treatment Plant (WWTP) Prepared by Dr. Richard O. Mines, Jr., P.E. Mercer University Environmental Engineering Department.
Internationally renowned for localised service High efficient, economic and flexible Waste Water Treatment with Biofiltration 3 rd Generation.
© 2013 O’Brien & Gere Volute Press Application on Water Treatment Residuals 2013 NYC Watershed / Tifft Science & Technical Symposium September 19, 2013.
Salsnes Filter Overview
Brief introduction about Segovia Segovia is a city in Spain, the capital of the province of Segovia in Castile- Leon. It is situated about an hour north.
T ROOPER W. S MITH, P.E. F REESE AND N ICHOLS, I NC J OLLYVILLE R D., B LDG 4, S UITE 100 A USTIN, TX MINIMIZE YOUR FOOTPRINT AND YOUR MAINTENANCE.
GENERATION OF ADDITIONAL REVENUE FROM PRODUCTS OF
The Town of Discovery Bay Community Services District Wastewater Treatment Plant Master Plan NOVEMBER 9, 2011.
TEXAS COMMISSION on ENVIRONMENTAL QUALITY. PROPOSED STUCTURE FOR CHAPTER 217 < Subchapter A Administrative Provisions < Subchapter B Design Bases < Subchapter.
An Energy Producing Resource Recovery Plant Concept © Copyright 2011, All Rights Reserved, Filtration Dynamics, Inc. Energy from Wastewater.
Wastewater Treatment. Municipal WW Management Systems Sources of Wastewater Processing at the Source Wastewater Collection Transmission and Pumping Treatment.
Genesee County Drain Commissioner Water and Waste Services Division District #3 Linden WWTP Digester Improvements Project, Phase I Joe Goergen, GCDC -
20 THERMO-SYSTEMS Sold In The United States Examples of Solar Drying Plants in the USA: Kent County, DE Natchez, MS Rio Vista, CA Confidential and Proprietary.
Sludge Treatment and Disposal
A TEC’s Mjolnir mill: The future of alternative fuels preparation & burning By Pedro Montes de Oca and Jonathan Forinton.
INTRODUCTION TO THE TREATMENT OF TANNERY EFFLUENTS
CTC 450 Review Secondary Treatment Trickling Filters Biological Towers
SLUDGE u Screenings u Grit u Scum u Solids u Biosolids Substances responsible for offensive character of wastewater Highly organic in nature Pathogenic.
® (With apologies to George Lucas) City of Boulder.
Presentation Overview
INTEGRATED PLANNING: THE LINKS BETWEEN URBAN WASTE MANAGEMENT, SANITATION AND ENERGY.
Wastewater Treatment Plant
NC AWWA-WEA 93rd Annual Conference November 12, 2013 Tim Woody Resource Recovery Division Director, City of Raleigh Jonathan Treadway P.E, BCEE, CDM Smith.
Processes of Sludge Treatment
Biosolids Treatment and Disposal
Municipal Wastewater Efficiency Improvements Potential Savings for the 6 th Power Plan September 30, 2008 Regional Technical Forum South Treatment Plant.
Wastewater Treatment. Municipal WW Management Systems Sources of Wastewater Processing at the Source Wastewater Collection Transmission and Pumping.
WASTEWATER TREATMENT IN LAHTI There are 2 wastewater treatment plants in Lahti - Kariniemi - Ali-Juhakkala In these slides we examine waste water treatment.
March 31st and April 1st, 2009Mile High Industrial and Automation Conference The Challenges in Upgrading Plant Automation for an Existing Wastewater Treatment.
Pollutants in wastewater -- Revisited Ammonia Organic matter Nutrients Pathogens Color Metals and SUSPENDED SOLIDS.
Cortez Sanitation DistrictSeptember 2002 Arber Cortez UV Disinfection Steven M. Ravel, P.E. Travis E. Meyer, P.E. Richard P. Arber Associates.
Eco Sustainable Solutions Ltd New Waste Technology – Street Sweeping Plant.
Chapter 11 Wastewater Treatment. On-Site Disposal Systems Septic Tanks Pit Toilets.
S.F. Bay Area Biosolids How Much are We Talking About? Presented By: Jim Sandoval, CH2M HILL June 2, 2008 BACWA Biosolids Workshop Photo By:
The Schererville Wastewater Treatment Plant is located in Northwest Indiana and serves the wastewater needs of a population base of approximately 45,000.
Where it goes when I go ! A look into London’s waste water challenges.
1.  Residual Solids Management Plan – RSMP (2014)  Pilot-Scale Screw Press Evaluation  Residual Disposal Options  Recommendations 2.
Relative Performance of Grit Removal Devices Matthew Bodwell Hydro International November 16, 2015.
Construction OF AMMONIA REMOVAL UPGRADES FOR FIRST BROAD RIVER WWTP
November 17 th, 2015 Thermal Hydrolysis Pretreatment (THP) Considerations For a 15 Dry Ton per Day WRF Thomas Nangle, PE CDM Smith 2015 Annual Conference.
Biosolids Planning from an End Use Perspective
NYWEA ENERGY SPECIALTY CONFERENCE November 20, 2014 Towards Net-Zero Energy in Wastewater Treatment Demonstration of ClearCove’s Enhanced Primary Treatment.
CEE 426 September :05 PM UW Madison Room _____ Engineering Hall Energy in Wastewater Treatment Plants Thomas E. Jenkins, P.E. 1.
1 Wastewater Treatment Processes Jae K. Park, Professor University of Wisconsin-Madison.
© 2014 Evoqua Water Technologies LLC INTRODUCING THE CAPTIVATOR George Smith; Director of Biological Processes.
Sludge Thickening and Dewatering Bob Dabkowski Katy Craig
Wastewater Department Staff Report Gravity Thickener and pumps  Replacement of both thickener pumps, valves, controls, grinder and electrical system.
Dr. Mohab Kamal. CE 445 Water Reclamation and Reuse (Dr. Mohab Kamal) 2.
ALSI Air and Liquid Systems, Inc. CheckMark vs. Centrifuge.
Nikenbah WWTP Wide Bay Water Corporation’s experience to date in the operation of a 4.8ML/day Flat Plate Membrane Plant.
Why Class A does not always make cents: Cost model to drive biosolids planning decisions Thor A. Young | Service Line Leader Sebastian E. Smoot | Engineer.
Conventional Sewage Treatment Plants:
Rastlinske čistilne naprave
Lecture (8): liquid wastes treatment (primary, vital, advanced).
Optimising Sludge Dewatering – Benefits from Shared Water Services
CTC 450 Review Secondary Treatment Trickling Filters Biological Towers
Heli Karaila Valmet Suleyman Gemici Valmet
MECHANICAL OPERATION IN CHEMICAL ENGINEERING
Streaming Current Detectors
ISHAN PARYAVARAN PVT. LTD.
Methods for Wastewater and Sludge Treatment
Filtration Reading Materials:
CE 445 Wastewater Reclamation and Reuse
A Tale of Two Plants: How Combining WWTP and WTP Improvements in Reidsville is Setting the Stage for the Future Kevin Irby, P.E. Kevin Eason, P.E
City of Janesville Wastewater Facility Plan Amendment Public Hearing
Sanitation Study and Wastewater Network System AL Tayba Village
The Project Overview and Status Report
Presentation transcript:

Selecting the Best Dewatering Technology for a Challenging Ash Slurry Presented by: Elijah Williams, PE, City of Greensboro Christopher Crotwell, PE, HDR NC AWWA-WEA Annual Conference 2013

1 2 3 4 5 AGENDA Background Available Technologies Testing Selected Equipment 5 Summary and Conclusions

1 Background

TZ Osborne WRF BACKGROUND Rated for 40 mgd In service since 1983 Major Processes: Preliminary Treatment Primary Treatment Secondary Treatment Biosolids Treatment Incinerator Ash Clarifier Courtesy: Bing.com

Major Processes (continued): TZ Osborne WRF BACKGROUND Major Processes (continued): Biosolids Treatment Thickening Storage Dewatering Incineration Disposal Incineration: (2) incinerators (3) centrifuges for dewatering of thickened sludge before entering incinerator Ash slurry is formed from quenching process Thickener/clarifier for ash slurry Effluent to head of plant Ash slurry feeds (1) belt filter press

Existing Belt Filter Presses TZ Osborne WRF BACKGROUND Existing Belt Filter Presses Concerns: High maintenance Low cake percent solids after switch in type of incinerator sand Nearing end of useful life Low capture rate City developed dewatering screw to pilot Operated for short period but would clog and not allow water to drain back down the spiral conveyor

Schematic of Ash Slurry Dewatering Process Existing Ash Dewatering Schematic BFP (Klampress Circa 1980’s) Fluidized Bed Incinerator Clarifier/ Thickener Centrifuge Cake Scrubber Belt Conveyor Water To Landfill Primary Sludge WAS Drain to head of WWTP

Ash Slurry Characteristics Date % Solids Flow (gpm) Wet lbs/hr Dry lbs/hr 3/25/2013 3.59% 46 23,018 826 2.49% 573 3/26/2013 9.64% 40 20,016 1,930 2.38% 47 23,519 560 3/27/2013 2.77% 38 19,015 527 7.82% 37 18,515 1,448 3/28/2013 4.75% 49 24,520 1,165 3/29/2013 4.58% 1,077 3/30/2013 1.95% 449 4/1/2013 3.27% 44 22,018 720 AVERAGE 4.23% 20,018 927

Ash Slurry Sieve Analysis

Available Technologies 2 Available Technologies

Potential Dewatering Technologies Centrifuge Belt Filter Press Filter Press (Plate and Frame) Rotary Fan Press Rotary Screw Press Dewatering Bin Vacuum Filters Dewatering Screw

Belt Filter Press BDP Andritz Phoenix

Recessed Chamber Filter Press (Plate and Frame Type) Andritz MW Watermark

Rotary Fan Press Fournier

Rotary Fan Press

Rotary Fan Press Screen (pressure side) Screen (drain side)

Screw Press FKC

Screw Press

Comparison of Technologies Alternative Advantages Disadvantages Centrifuge Becoming more common for medium to large WWTPs. Drier cake solids than most options. Small footprint. Minimal wash water required and therefore smaller recycle stream. Can not handle high grit sludge. Slightly higher equipment costs. Higher power costs. Can be more difficult to maintain for local maintenance staff Belt-filter Press Most common option in existing plants. Easy to view solids during dewatering process. Can handle grit in sludge. Lower power cost. Continuous wash water is required which generates recycle stream Dewatered solids not as dry as centrifuge Maintenance intensive Filter Press (Plate-and-Frame) Drier cake solids than most options. High equipment cost. Labor intensive process with batch operation High O&M cost Rotary Fan Press Minimal wash water required (intermittent) Slow speed Small footprint Built in redundancy Cake solids generally not as high as centrifuge, but drier than belt filter press. High sand content in sludge can lead to premature wear of the screens inside channels. Screw Press Cake solids nearly as dry as centrifuge. Minimal wash water. Sturdy, reliable equipment. Large footprint No redundancy within unit Dewatering Bin Simple operation Low maintenance Batch process Finer particles are not collected Experience with coal ash; limited experience with municipal sludge incinerated ash Notes: 1. EPA Report on Emerging Management Technologies (2006) 2. Wastewater Treatment & Reuse (2004); WEFTEC 08 proceedings 3. Riedel, D: An Investigation into the Mechanisms of Sludge Reduction Technologies (2009)

3 Testing

Sample Testing Results Manufacturer Recommended Model Total Solids (% by weight) pH Polymer Used Polymer Dose (lb/Ton) Cake Solids (% by weight) Capture (%) Belt Filter Press 1 BDP Industries 1.5m 3DP 9.5 4.6 Polymer name not provided 4 - 7 45% - 50% 95% 2 Andritz Power Press - 8844FS 1.50 45% 3 Phoenix WXG-6 6.0 Polydyne C- 6257 1.98 48% 90% Centrifuge 4 Centrisys CS18-4 11.8 Not provided 0 - 0.5 60% - 70% 98% - 99.5% Recessed Chamber Filter Press (Plate and Frame Type) 5 Model 1000/LP None n/a 98% 6 M.W. Watermark 1500MM 9.4 4.9 71% 99% Screw Press 7 FKC SHX-800x4500L 6.24 7.0 5.2 55% 92% Rotary Fan Press 8 Fournier 6-900/6000CVP 5.6 6.8 Ashland K274FLX 2.0

Pilot Testing Selected Rotary Fan Press and Screw Press for pilot testing Rotary Fan Press (Fournier) in March 4 – 8, 2013 Screw Press (FKC) onsite twice, February 7-8, 2013 and March 11, 2013 Pilot Location

Screw Press Pilot Results: 50% solids, 86% capture, 6.48 lb/dry ton poly (Greensboro’s polymer)

Rotary Fan Press Pilot Results: 47% solids, 86% capture, 3 lb/dry ton poly (Greensboro’s polymer)

Economics Parameter Value Hauling Cost (tipping fee) $38/ton Economic Assumptions Parameter Value Hauling Cost (tipping fee) $38/ton Power Cost $0.066/kWhr Neat Polymer Cost (Polydyne) $0.90/lb Discount Rate 4.5% Operation 24/7 Equipment Data Assumption Screw Press Rotary Fan Press Total Hp 17.5 hp 4 hp Polymer Usage 8 3 Capture Rate 86% Cake %Total solids (TS) 50 47 Annualized O&M Costs $3,000(1) $30,000(2) Equipment Cost $425,000 $472,000 20-year NPV $8.3 million(3) $8.6 million Notes: (1) O&M costs include replacement of wear plates every 5 years, screens every 5 years and labor for these replacements. (2) O&M costs include replacement of blades and deflectors every 9 months and replacement of screens every 3 years. (3) Does not include costs associated with new polymer/polymer system (pumps, pipe, mixing equipment, polymer trials, cost of new polymer)

4 Selected Equipment

Selected the Fournier Rotary Fan Press based on: Selected Equipment Selected the Fournier Rotary Fan Press based on: Built in redundancy Worked well with Greensboro’s polymer Small footprint Smaller overall weight Ability to expand in the future Quick results during piloting

Conclusions and Summary 5 Conclusions and Summary

Sample testing not representative, pilot testing is preferred Summary and Conclusions Ash slurry is uncharacteristic of other municipal sludges (fine particles) Sample testing not representative, pilot testing is preferred Project is currently in the Bid Phase Rotary fan press is best for this unique ash slurry and situation Suggest investigating both the rotary fan press and screw press for future projects Rotary Fan press can have advantages based on location and application including: Small footprint In place redundancy Closed system

Acknowledgements City of Greensboro Lori Cooper Don Howard Mike Buck HDR Will Shull Mary Knosby

Christopher Crotwell, PE Questions? Elijah Williams, PE Elijah.Williams@greensboro-nc.gov Christopher Crotwell, PE Christopher.Crotwell@hdrinc.com THANKS!

Mass Balance