Sludge Watch ==> Different sludge treatments - what do they cost?
maureen.reilly at sympatico.ca
maureen.reilly at sympatico.ca
Sun May 28 11:00:00 EDT 2006
Pollution Engineering
May 1, 2006
Harnessing the power of biosolids.
Frewerd, Brian
Municipal wastewater treatment plants (WWTPs) inevitably generate waste
solids that require further processing. As wastewater effluent discharge
requirements tighten, more solids will be generated. For centuries, there
were simplistic ways of disposing of the material referred to as biosolids
such as burial.
With advances made in treatment methods, land application of biosolids
expanded. The EPA spent years developing guidelines pertaining to the
safe and beneficial use of biosolids. The result was the 40 CFRPart 503
regulations for the use or disposal of biosolids. Included in these
regulations were clear definitions of Class A and Class B biosolids
treatment methods.
Over the past few decades, the production of Class B biosolids created
limited benefits for municipalities around the country. Furthermore, due to
a number of regional influences--geographical location, residential
resistance--municipalities found they have less land available for material
deposition.
Class A biosolids have enjoyed a greater public acceptance for land
application as a result of the minimized risks associated with product
exposure, given the lower pathogen levels required to achieve
thedesignation. The form in which biosolids are applied also affects
acceptability. Land application of dewatered biosolids has greater
acceptance than liquid land application, and dried biosolids has the highest
degree of public acceptance.
Unfortunately, producing a Class A final product that is publicly
acceptable is a result of having to process the biosolids to higher
treatment levels, leading to a more complex and costly operation.
While Class A biosolids present a more desirable product, there are
still areas not willing to accept any form of land application. Several
regions of the U.S. have attempted to ban land application entirely, and
Switzerland has banned it effective this year.
Regardless of the routes taken (liquid or dry), energy requirements
greatly impact treatment and disposal costs. Fuel costs directly correlate
with hauling cost, which can be lowered by reducing the amount of water
contained in their biosolids.
Drying is considered energy-intensive and may become more expensive as
fuel costs increase. In order to optimize the drying process, biosolids
energy can be harnessed and cycled back into the system. Energy recovered
from biosolids can help pay for processing, thereby becoming less of a cost
and more of a real benefit.
Energy recovery systems
There are many variations of dryers. In some thermal processes, the
dewatered sludge cake--10- to 30-percent dried solids (DS)--is pumped
through sludge depositors onto a slow moving belt, where it is dried to
approximately 55-percent DS before transferring to the second belt for final
drying to 90-percent DS.
The energy for the drying process is supplied by a biosolids furnace. A
general process flow diagram for one such system is provided inFigure 1.
Heat from the biosolids furnace is transferred to the dryer process via a
circulation fan and heat exchangers. A condenser is provided to remove
evaporated water from the drying air.
Such processes can incorporate a slow-moving, water-cooled grate furnace.
Air is blown over and through the grate to insure maximum reduction of
organic material. Off-gas, after being treated with lime orsodium
bicarbonate and sent to a bag filter, is then released through a stack.
The value of biosolids as energy
The value of efficiently harnessing biosolids energy can be roughly
calculated by applying various design and cost scenarios, in this case,
application of such technology on two WWTPs, at 2- and 12-MGD, respectively.
Table 1 presents four treatment methods that are common in most WWTPs.
The sludge yields are typical for plants of the two flows provided based on
an 85-percent sludge yield and 230 mg/1 BOD concentrationof influent to the
WWTP. The first treatment assumes a typical digestion process is implemented
and produces liquid biosolids. The electricity cost for an aerobic digestion
process is not factored into the economics, but would result in an
additional credit if it were to be replaced by a biosolids energy recovery
system (BERS).
Hauling costs are highly sensitive to fuel costs, which would likely
cause the most cost increase for biosolids application. The distance
required to find appropriate sites for liquid biosolids will increase in the
future thereby raising the costs even more. In this scenario, a 2-MGD plant
could conceivably pay $900,000 per year for final product handling and
application, while a 12-MGD plant in a similar situation would have to spend
more than $5 million.
The second treatment process involves biosolids dewatering. As canbe
seen, a four-fold decrease in hauling costs is achieved via dewatering. For
this reason, most municipalities mechanically dewater their biosolids. It
is more cost-effective to remove water mechanically than thermally, but
mechanical methods have their limitations.
The third treatment process, thermal drying, is typically implemented to
reach 90-percent DS, which reduces the amount of material further.
Generating a dry product increases the likelihood of creating a biosolids
giveaway program (composting), thereby eliminating further costs of land
application. However, this does not always develop, so hauling costs may be
incurred to a lower impact given the water removed. Having the dry product
will potentially lower hauling costs by 400 to 500 percent over a
dewatered material but has the negative offset of fuel consumption.
The fourth treatment process combines energy recovery along with thermal
drying. By implementing a BERS, the amount of material to be transported out
of the plant is reduced, resulting in extremely low hauling costs.
Furthermore, the risk associated with the cost of fuel sources is removed.
In the scenario presented above, all of the fuel required to dry the
material is furnished by the BERS. Specifically, a12-MGD plant that
generates a liquid product and pays $30/ton for land application could lower
their annual bill from $2.3 million down to $34,500. This over $2.2
million in savings makes payback on the capital investment an easy decision
to make.
Brian Frewerd from L Kruger Inc.,
a division of Veolia Water Solutions & Technologies based out of Paris, can
be contacted at
(919) 677-8310, by e-mail at
Brian.Frewerd at veoliawater.com
, or visit
www.krugerusa.com
.
Table 1. Potential Cost Impacts for Various Biosolids Treatment Paths
2-MGD
12-MGD
Condition & Assumption Plant Plant
Amount of Sludge Produced, # DS/day 3,500 21,000
Potential Costs for Liquid Biosolids
Weight @ 5% DS, #/day 70,000 420,000
Application Costs ($30/ton), $/yr $383,000 $2,300,000
Application Costs ($70/ton), $/yr $893,000 $5,320,000
Potential Costs for Dewatered Biosolids
Weight @ 20% DS, #/day 17,500 105,000
Application Costs ($30/ton), $/yr $95,800 $575,000
Application Costs ($70/ton), $/yr $224,000 $1,341,000
Potential Costs for Dry Biosolids
Weight @ 90% DS, #/day 3,890 23,300
Application Costs ($0/ton), $/yr $0 $0
Application Costs ($30/ton), $/yr $21,300 $127,000
Application Costs ($70/ton), $/yr $49,700 $297,000
Energy Used
(1300 BTU/lb [H.sub.2]O), MMBTU/yr 6,460 38,760
Energy Cost ($8/MMBTU), $/yr $51,680 $310,000
Energy Cost ($16/MMBTU), $/yr $103,400 $620,000
Potential Costs and Credit Using Recovery System
Weight, #/day 1,050 6,300
Application Costs ($30/ton), $/yr $5,750 $34,500
Application Costs ($70/ton), $/yr $13,400 $80,500
Available Energy
(6,000 BTU/# @ 90%DS), MMBTU/yr 8,520 51,000
Biosolids Energy Value ($8/MMBTU), $/yr ($68,160) ($408,000)
Biosolids Energy Value ($16/MMBTU), $/yr ($127,800) ($816,000)
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