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Journal Submissions
Sunday, May 26, 2013 Register
   
Submit an Article for Publication

Journal Submission Guidelines

NEWEA invites the submission of papers or presentations for potential publication in the NEWEA
Journal.

  • Completed papers may be submitted online or by email for review. If email file sizes are an issue due to graphics, a text only version can be submitted for review purposes.
  • PowerPoint presentations, outlines and handouts may also be submitted for preliminary review.
  • If your submission is selected, we would then contact you to prepare a formal paper for the Journal.

Submit all Journal submissions either online by uploading your submission below or email.

Publication in the Journal can be a career/company enhancing tool as well as helping to promote technology and information transfer within our membership and the industry.  Our circulation is well established throughout New England and our web site allows global access to past Journals. We welcome your submittals!

Please feel free to contact us with any questions.

Submit an article - Journal Article Submission Repository

This repository is for articles to be submitted for consideration for publication in the NEWEA Journal.  To submit your article online, please click UPLOAD and fill out the form.  The journal committee will review all articles submitted.

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Geographic Approach to Infrastructure Management  --  
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Tue 04/09/2013 @ 12:44

 



: It’s Your Money, Don’t Give it Away! – Dig Safe Mark Outs and Preventing Change Orders during Sewer Construction  --  
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Wed 03/13/2013 @ 11:51

 The most recent phase of infiltration and inflow (I/I) removal construction in Quincy involved replacing leaking sewer manholes located in a busy four lane road along the ocean. Multiple utilities were encountered during construction – both marked and unmarked – and change order claims resulted. This presentation highlights design measures taken and oversight actions executed that helped prevent further claims and protected the client against unsubstantiated claims.



FRP Odor Control Dome Failure  --  
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Wed 06/20/2012 @ 02:18

At the MWRA's Deer Island Treatment Plant, facility staff noticed deformation and damage in the fiber reinforced plastic (FRP) segmented dome covering the 80-foot diameter Gravity Thickener No. 2 in the spring of 2007.  After an assessment confirmed the dome’s failure, it continued to deform and eventually collapsed.  A forensic investigation identified the cause of failure as a flaw in the dome's design/fabrication. Publication of this may alert owners of similar structures to the potential of failure. A detailed abstract for this article has been uploaded.

 



Total Organic Carbon Removal at a Municipal Wastewater Treatment Facility in Oak Bluffs, MA  --  
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Thu 05/17/2012 @ 10:03

Enclosed is a pdf version on a presentation I was involved with at the NEWEA annual conference. Please let me know if you would be interested in a journal based on this topic.



Pilot Study of Disc Filtration Technologies for Achieving Low Level Phosphorus Concetrations at the Clinton WWTP  --  
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Thu 05/17/2012 @ 10:02

This is a presentation given at NEWEA 2012 in Boston.  There are multiple authors, Carina Hart, Parviz Amirhor, PhD, PE & John Riccio of MWRA.



Are Sewer Lateral Inspections Cost Effective  --  
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Tue 04/24/2012 @ 09:21

This was presented at the NEWEA 2012 Annual Conference



Crosby Bucket Tool Hoist  --  
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Tue 04/10/2012 @ 01:22

WHEN YOU ARE WORKING IN A TANK AND YOU NEED TOOLS, TRADISHIONALLY LOWER THEM DOWN WITH A ROPE AND SOMETIMES A BUCKET. THE PROBLEM WITH THIS IS THAT THE ROPE COULD HAVE A TENDENCY TO SLIP OUT OF YOUR HANDS, ESPECIALLY WHEN YOUR BUDDY IN THE TANK BELOW LOADS UP YOUR BUCKET WITH EVERY TOOL IN THE BOOK. WHEN YOU PULL THE TOOLS UP YOU ARE LEANING OVER THE RAILINGS AND LIFTING WITH JUST YOUR ARMS AND A BAD POSTURE.

WITH THE CROSBY TOOL HOIST YOU WORK BETTER. THE PULLEY IS ABOVE YOUR SHOULDERS AND YOU ARE NOT LEANING OVER A RAILING. YOU GET TO USE YOUR BACK AND LEGS TOO, NOT JUST YOUR ARMS.

I HAVE ABOUT 40’ OF ROPE ON MY UNIT. OUR TANKS ARE 20 TO 30 FEET DEEP. THE EXTRA ROPE IS FOR WRAPPING UP PARTS OR TOOLS AS NESCESARY. WHEN YOU HAVE ENOUGH ROPE FOR YOUR JOB, YOU LEAVE THE REST OF IT ON THE TWO EYE BOLTS ON THE BRACKET.WHEN YOU ARE DONE, YOU PULL THE ROPE UP AND WRAP IT AROUND THE EYE BOLTS SO THAT IT IS NOT GOING TO CAUSE A TRIPPING HAZARD. THE BRACKETS HAVE MULTIPLE HOLES IN THEM SO THEY CONFIGURE TO THE DIFFERENT TANK RAILINGS IN OUR PLANT. THE BEGINNING OF THE ROPE HAS A HASP ON IT TO SNAP AROUND A BUCKET HANDLE OR LOOP THE ROPE THROUGH YOUR TOOL AND HOOK THE ROPE.

THE HOIST HAS A CAPASITY OF ABOUT 50 POUNDS. THE ROPE IS ½ “ NYLON AND THE FRAME IS GALVINISED STEEL. THIS HOIST HAS BEEN OUTSIDE IN THE PLANT FOR AT LEASTY 4 YEARS WITH NO PROBLEMS.

I HAVE A BETTER, MORE PROFESIONAL, POWER POINT PRESENTATION ON MY FILES, BUT IT IS TOO BIG TO EMAIL. I DO HAVE IT ON CD. IF YOU DO DECIDE TO PUBLISH THIS, PLEASE CONTACT ME AND I WILL SEND THE CD.



Reducing the Carbon Footprint at the Hyannis WPCF Through Renewable Energy Production and Energy Efficiency Measures  --  
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Thu 03/29/2012 @ 08:17

The Hyannis Water Pollution Control Facility (WPCF) has a long history of

making a serious effort to reduce its dependence on offsite energy production.

This effort began years ago with simple energy efficiency measures to reduce

power usage; these measures ranged from ideas developed by the plant

superintendent and personnel to those recommended by outside sources. The next

phase of the effort was to study the feasibility of onsite energy production via

solar and wind, but once completed the studies were shelved as funding was

sought.

In 2009, a generous state grant was made available to the facility for

renewable energy systems and energy efficiency measures. Together the energy

efficiency upgrades and renewable energy systems are projected to reduce the

WPCFs carbon footprint by over 550,000 kilograms (600 tons) of carbon dioxide

annually and net energy costs at the WPCF are expected to drop by 80%.

 



4000 GPDIM is a Far Cry from Cost-Effectiveness  --  
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Wed 03/28/2012 @ 03:18

 



Existing Unreinforced Concrete Combined Sewer Pipe Complicates Sewer Separation Design and Construction  --  
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Tue 03/15/2011 @ 12:45

 Existing unreinforced concrete pipe has been encountered in several ongoing sewer separation projects in Chicopee, MA.  Design and construction near a pipe that appears to be standard reinforced concrete pipe becomes a challenge when the pipe unexpectedly fails. The unreinforced pipe can only be identified from the distinctive concrete ribbing on the exterior wall of the pipe. This article will detail the case study of the unreinforced pipe in Chicopee and some recommended possible solutions.



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