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H. Lanier
Hickman Jr.
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Part
8Composting: Sometimes a Good Idea Does Not Sell
Links
to other parts of our series may be found at the end
of this article.
The history
of MSW composting in the United States is not a pretty
story. Composting the MSW organic component is a very
good idea that never sold. Early attempts to make composting
an important part of solid waste management always failed,
primarily for two reasons: the cost of producing compost
and the lack of markets for the end product. In addition,
the process of composting was not well understood because
of a lack of scientific study. More experience and more
scientific study have not changed the history of those
earlier attempts.
 |
| An
early Dano installation |
Perhaps by
accident, and with a lack of understanding, early man
and woman practiced composting as part of their agrarian
practices. The reuse of animal manure, leaves, decayed
fish, and so on as part of farming was nothing more
than in situ composting. History tells us that the Pilgrims
learned from their neighbors, the Wampanoags, how to
use fish heads to improve the growing of maize. Even
without any understanding of how composting occurred,
we knew that good things happened with composted "stuff."
The American
Public Works Association (APWA) reports that the first
significant development in composting as an engineering
process took place in India in 1925. Sir Albert Howard
systematized the process used for centuries by farmers
and gardeners to produce humus. It was known as the
Indore process because of the country in which Sir Alberts
work was done. It was a simple process consisting of
alternating layers of garbage, animal manure, night
soil, sewage sludge, and straw, either buried or done
in piles. Humus was produced in about six months with
two turnings during that time.
The Beccari
process was developed and patented in Italy in the early
1920s and consisted of both an anaerobic and an aerobic
stage. Several variations of this process occurred in
Europe during the late 1920s and early 1930s. The Netherlands,
always looking for ways to claim more land from the
North Sea, built the first full-scale composting plant
in Europe in 1932 using the van Mannen process, a variation
of the Indore process that utilized windrows. The Dano
and windrow composting systems became quite popular
in Europe. The Dano system utilized a rotating drum
to start the high-rate composting process. Table 1 describes
many of the compost systems used over the decades.
The 1950s
The US did
not begin to consider composting as an MSW management
method as early as elsewhere in the world. Consequently
there were only a few composting plants in the 1950s.
A major reason for this lack of composting was an absence
of trust for technologies without good engineering and
economic data. Another reason was a disposal mentality
that did not understand that markets needed development
if compost were to be produced from MSW (sounds a good
deal like today?).
Serious US
studies began in the 1950s, with work at the University
of California, Berkeley on aerobic composting (University
of California, 1950; 1953). This work was conducted
at a pilot plant in Oakland, CA. This work demonstrated
that no inoculum1 was needed to successfully
produce compost by the windrow method. At Michigan State
University, work was done that helped document such
variables as pH, moisture, and temperature (Schulze,
1961). Out of this work came the "modified"
compost process, which utilized forced air as a part
of the control of the composting process (see Figure
1). A modified, silo-type, eight-level Earp-Thomas digester
was used in their studies.

In 1953,
the US Public Health Service (USPHS) began two research
projects on composting. One plant was located in Savannah,
GA, and the other in Chandler, AZ. The Savannah work
was primarily laboratory scale, and the Chandler project
actually developed and operated a 70-ton-per-week experimental
plant that used aeration and bin and windrow composting.
Both projects developed substantial data and information
on the costs and processes for making compost.
John Wiley
and George Pierce of the USPHS published widely on the
results of this work (Wiley and Pearce, 1955; Wiley,
1958). Figure 2 is a schematic of the Phoenix, AZ, facility.
The 1960s-1970s
The passage
of the Solid Waste Disposal Act in 1965 resulted in
increased funding for the USPHS. As a result, the USPHS
initiated two MSW composting projects to study and document
the economic and technical feasibility of composting
MSW.
The Johnson
City, TN, project was a windrow compost plant owned
jointly by the Tennessee Valley Authority and the USPHS.
Its principal purpose involved co-composting MSW and
sewage sludge and studying the resultant compost as
a material to benefit soils. The USPHS provided the
project engineers for the plant to oversee both the
operations and conduct the research on soil-quality
enhancement from the application of MSW/sewage-sludge
compost. The first project engineer at Johnson City
was John Wiley. Carlton Wiles became the project officer
in the latter years of the 1960s and served until the
project closed in the early 1970s.
The companion
project to Johnson City was Gainesville, FL. This MSW
composting plant used the Metro Conversion process (a
high-rate composting process [see Table 1]).
| Table
1: Description
of MSW Composting Processes |
| PROCESS |
DESCRIPTION |
| Bangalore |
Trench
in ground; material placed in alternate layers;
turned by hand; 120-180 days' detention time |
| Caspari |
Ground
material compressed into blocks and stacked for
30-40 days; blocks later ground |
| Dano
Bio Stabilizer |
Slightly
inclined rotating drum; 9-12 in. diameter, up to
150 ft. long; no grinding; one to five days' digestion
followed by aeration into drum |
| Earp-Thomas |
Silo
type with eight decks stacked vertically; ground
solid waste is moved downward from deck to deck
by ploughs; upwards infusion or air, two to three
days' digestion followed by windrows |
| Fairfield-Hardy |
Circular
tank; vertical screws, mounted on two rotating radial
arms keep ground materials agitated; forced aeration
through tank bottom and holes in screws; five days'
detention time |
| Fermascreen |
Hexagonal
drum, three sides of which are screens; solid waste
is ground and batch loaded; screens are sealed for
initial composting; aeration occurs when drum is
rotated with screens open; four days' detention |
| Frazer-Eweson |
Ground
solid waste placed in vertical bin having four or
five perforated decks and special arms to force
composting material through perforations; air is
forced through bin; four to five days' detention
time |
| Jersey |
Also
known as the John Thompson system; structure with
six floors, each equipped to dump ground solid waste
onto the next lower floor; aeration occurs by dropping
from floor to floor; six days' detention time |
| Metrowaste |
Open
tanks, 20 ft. wide x 10 ft. deep x 200-400 ft. long;
tanks equipped to give one or two turnings during
digestion; solid waste is ground; air is forced
through perforations in bottom of tank; seven days'
detention time |
| Naturizer
or International |
Five
9-ft.-wide steel conveyor belts arranged to pass
material from belt to belt; each belt is an insulated
cell and serves as a digester; air passes upward
through digester; five days' detention time |
| Riker |
Four-story
bins with clam-shell floors; ground solid waste
is dropped from floor to floor; forces air aeration;
20-28 days' detention time |
| T.
A. Crane |
Two
cells consisting of three horizontal decks; horizontal
ribbon screws extending the length of each deck
recirculate ground solid waste from deck to deck;
air is introduced in bottom of cells; composting
followed by curing in a bin |
| Tollemache |
Similar
to Metrowaste digesters |
| Triga |
Towers
or silos called "Hygienisators"; in sets
of four towers; solid waste is ground; forced-air
aeration ; four detention time |
Windrowing
(normal aerobic process) |
Open
windrows with a "haystack" cross-section;
solid waste is ground; aeration by turning windrowds;
detention time depends on number of turnings and
other factors |
| Van
Naanen |
Unground
solid waste in open piles; 120-180 days' composting
time; turned once by grab crane for aeration |
|
Source:
USEPA, 1971
|
Similar
studies to those in Johnson City began in 1968. John
Ruf was the project engineer for this USPHS study. The
results of the research work from these two USPHS/USEPA
projects were published by USEPA (USEPA, 1971). In addition
to the findings from the projects, the report included
descriptions and observations of various composting
processes in use internationally, as well as the status
of composting internationally and in the US. Twenty-six
plants in some 12 countries were noted. Table 1 lists
the various compost processes used in these plants.
In the US, 18 plants were funded and built between 1951
and 1969. Table 2 lists the locations, principal characteristics,
and status of each of those plants at the time of the
report. Seven of the plants listed had closed by 1971.
The report cites operations and financial difficulties
as the major factors in the closings.
It should
be noted that windrowing is, in almost all cases, a
part of the composting process, even with high-rate
composting. Windrows are used as a final stage for either
active composting or aging, or both. Aeration with windrowing
can occur by simply turning the windrow or by aeration
of static-pile windrows. Figure 1 is a schematic of
a static-pile forced-air composting process.
The findings
from the observations taken from Johnson City and Gainesville
and the surveys of MSW composting practices in the US
and overseas were:
- Composting
of MSW was a sanitary process.
- Properly
managed windrows or high-rate, enclosed processes
will produce a safe product for agriculture or gardening
use, but it is not a fertilizer.
- Processes
that existed at the time of the study would permit
recycling of organic wastes to the soil without significant
pollution to water or land resources.
- The high
cost of producing compost was not offset by revenues
from sales.
- The high
cost of producing compost would not let it compete
economically with current land disposal and combustion
processes in use at the time of the study.
- As environmental
regulations for landfills and incinerators increase,
the costs of these two methods would increase. This
would result in composting becoming more economically
viable.
It is interesting
to note that, according to this report, operational
problems at MSW composting plants, which had been a
problem in the past decade, did not appear to be an
issue in the 1960s-1970s.
1980s
to Today
The last
of the plants listed in Table 2, Altoona, PA, closed
in the mid-1980s. From the late 1960s to the closing
of Altoona, many reasons can be cited for the closures,
including odor complaints, poor product quality, lack
of markets, and poor economics. However, MSW composting
did not die with the closing of Altoona. With renewed
interest in recycling, diversion rates, and recycling
goals in the 1980s came measures to begin separation
of the MSW stream into a number of solid wastestreams.
These measures brought about a reawakening of interest
in composting as a method of integrated solid waste
management. But would the idea succeed this time?
| Table
2: Status of MSW
Composting in the US, 1971 |
| LOCATION |
COMPANY |
PROCESS |
CAPACITY
(tpd) |
TYPE
OF SOLID WASTE |
STARTUP
DATE |
| Altoona,
PA |
Altoon
FAM Inc |
Fairfield_Hardy |
45 |
Garbage/paper |
1951 |
| Boulder,
CO |
Harry
Gorby |
Windrow |
100 |
MSW |
19651 |
| Gainesville,
FL |
Gainesville
MW Conversion Auth. |
Metrowaste
Conversion |
150 |
MSW,
digested sludge |
1968 |
| Houston,
TX |
Metropolitan
Waste Conversion Corp. |
Metro
Conversion |
360 |
MSW,
raw sludge |
1966 |
| Houston,
TX |
United
Compost Services Inc. |
Snell |
300 |
MSW |
19662 |
| Johnson
City. TN |
Joint
USPHS-TVA |
Windrow |
52 |
MSW,
raw sludge |
1966 |
| Largo,
FL |
Penisular
Organics Inc |
Metro
Conversion |
50 |
MSW,
digested sludge |
19633 |
| Norman,
OK |
International
Disposal Corp. |
Naturizer |
35 |
MSW |
19594 |
| Mobile,
AL New York, NY |
City
of Mobile, AL |
Windrow |
300 |
MSW,
digested sludge |
19661
|
| New
York, NY |
Ecology
Inc. |
Varro |
150 |
MSW |
Under
construction |
| Phoenix,
AZ |
Arizona
Biochemical Co. |
Dano |
300 |
MSW |
19635 |
| Sacramento
County, CA |
Dano
of America Inc. |
Dano |
40 |
MSW |
19566 |
| San
Fernando, CA |
Interantional
Disposal Corp. |
Naturizer |
70 |
MSW |
19654 |
| San
Juan, PR |
Fairfield
Engineering Co. |
Fairfield-Hardy |
150 |
MSW |
1969 |
| Springfield,
MA Springfield |
Organic
Fertilizer Co. |
Frazer-Eweson |
20 |
Garbage7 |
|
| St.
Petersburg, FL |
Westinghouse
Corp. |
Naturizer |
105 |
MSW |
19661 |
| Williamstone,
MI |
City
of Williamston, MI |
Riker |
4 |
Garbage,
raw sludge, corn cobs |
19558 |
| Wilimington,
OH |
Good
Riddance, Inc |
Windrow |
20 |
MSW |
19639 |
|
Source:
USEPA, 1971
|
NOTES:
1. Operating intermittently
2. Closed in 1966
4. CLosed in 1964
5. Closed in 1965
6. CLosed in 1963
7. We have to assume that the term "garbage"
indicates foodwastes
8. Closed in 1962
9. CLosed in 1965 |
SWANA, with
funding from USEPA, reported on the status of MSW composting
in 1995 (SWANA, 1995). Findings of that effort included
the following: By 1994 there were 17 operating compost
facilities in the US. Thirteen were composting MSW and
four were composting source-separated MSW organics.
Table 3 summarizes the locations, processes, and capacities
of these 17 plants.
| Table
3: MSW/MSW Organics
Composting Plants Operating in the US at the End
of 1994 |
| LOCATION/STARTUP
DATE |
COMPANY |
PROCESS |
CAPACITY(tpd) |
| Pinetop/Lakeside,
AZ, 1991 |
Bedminster |
Digester
A-SP1 |
8-15 |
| Sumter
County, FL 1988 |
Americycle |
Windrow |
30-50 |
| Buena
Vista County, IA, 1990 |
Lundell |
Windrow |
15 |
| Coffeyville,
Montgomery County, KS, 1989 |
Resource
Reovery |
Windrow |
50 |
| Baltimore,
MD, 1993 |
FERST |
Tunnel
digester |
400-700 |
| Mackina
Island, MI 1992 |
A&E2 |
A-SP1 |
N/A |
| Filmore
County, MN 1987 |
A&E2 |
Windrow |
12 |
| Lake
of the Woods, MN 1989 |
A&E2
|
Windrow |
1-5 |
| Mora,
MN 1991 |
Daneco |
Aerated
windrow |
150-170 |
| Pennington
County, MN 1990 |
Lundell |
Shredded
SW windrow |
8 |
| Truman,
MN 1991 |
Ryan/OTVD/Series |
Shredded
SW, deigester |
50-85 |
| St.
Cloud, MN |
Recomp
Inc. Eweson Digester |
Digester,
agitated bed |
50 |
| Swift
County, MN 1990 |
A&E2 |
Shred/A-SP1 |
5-10 |
| Wright
County, MN, 1990 |
Buhler |
Shred
and aerated windrow |
110 |
| Sevier
County, TN, 1992 |
Bedminster |
Digester/A-SP1 |
1503 |
| Columbia
County, WI 1992 |
A&E2 |
Digester/windrow |
55-703 |
| Portage
WI, 1986 |
|
Digester |
203 |
|
NOTES:
1. Aerated static pile
2.A&E is architect-lenineer-type; no specific
vendor technology involved
3. Biosolids composted
|
|
Source:
SWANA, 1995
|
While plants
opened in the 1980s-1990s, plants also closed. Table
4 summarizes plants that shut down during the 1990s.
Reasons for closing varied, but odors and economics
were the dominant reasons.
| Table
4: MSW US Composting
Plants Shut Down During the 1990s |
| LOCATION/STARTUP
DATE |
COMPANY |
PROCESS |
CAPACITY
(tpd) |
| Northern
Delaware Reclamation Plant, 19843 |
Fairfield |
In-vessel |
350 |
| Dade
County, FL 19893 |
Agripost |
Shred-windrow |
800 |
| Escambia
County, FL 19883 |
A&E1 |
Shred-windrow |
400 |
| Berrien
County, GA 19913 |
A&E1 |
Shred-windrow |
7 |
| Des
Moines, IA, 1991 |
TRS |
Shred-windrow |
200 |
| Portland,
OE 19914 |
Reidel |
Dano
in-vessel/A-SP2 |
600 |
| Edinburg,
TX, 19913 |
A&E1
|
Shred-windrow |
150 |
| Pembroke
Pines, FL, 19913 |
Reuter |
Buhler
Shred A-SP2 |
660 |
| Bellingham,
WA 19913 |
Recomp |
In-vessel
agitated bed |
250 |
|
NOTES:
1. A-SP is aerated static pile
2. A&E is architect/engineer procurement,
no specific process company
3. Closed in 1991
4.
Closed in 1992
5. Closed after 1990
|
|
Source:
SWANA, 1995
|
 |
| An
Earp-Thomas composting plant |
 |
| The
Earp-Thomas digester used in the Michigan State
studies |
 |
| Windrow-turning
machine |
The SWANA
study provided information on composting technologies,
economics, and operating experiences during the 1980s-1990s.
A number of lessons learned were noted:
- Composting
MSW generates odors, but odors can be managed with
proper design and operation.
- Careful
attention to the preparation of MSW as a feedstock
and monitoring and control of the composting process
are essential to manufacturing a marketable product.
- Product
finishing received greater attention than in the past;
the results of more attention to finishing were a
more marketable product and therefore better market
opportunities.
- The loss
of waste flow control affected the economic viability
of composting as part of integrated solid waste management.
- The economic
viability of MSW compost facilities was such that
they cannot withstand dramatic shifts in technology
requirements or institutional arrangements.
- Siting
an MSW compost facility was like siting any other
MSW facility: difficult, if not impossible.
- Manufacturing
compost to meet stringent standards was very difficult
to do. Even when this was accomplished, markets remain
a major problem.
Comparing
these lessons to the ones noted by the USEPA/USPHS work
in the 1960s and 1970s, the problems of markets remain
the essential barrier to composting MSW. On the other
hand, more stringent regulations of landfill and incinerators
have not opened up markets for MSW compost, as USEPA/USPHS
thought. If MSW composting is ever to become an idea
realized, the lessons learned during the 1980s and 1990s
must be fully applied. Half-baked approaches with a
"field of dreams" view that composing should
be done because it is a good "thing" and compost
is good "stuff" will not work. Means must
be found to create the markets for what is indeed good
"stuff." Then the idea of composting will
be one whose time has finally arrived.
Notes
There is
always a certain segment of people and organizations
involved in the composting of organics that believe
some magic bug must be used to make composting work.
Indeed, there are many magic bugs involved in making
compost, but charlatans selling an inoculum are not
necessary. Mother Nature does a first-rate job of providing
all of the inoculum needed at no costs.
References
APWA. Municipal
Refuse Disposal. American Public Works Association,
Chicago, IL. 1961.
SWANA. Municipal
Solid Waste Composting: A Status Report. SWANA Publication
#GR-REC 0250. Solid Waste Association of North America,
Silver Spring, MD. 1995.
Hickman Jr.,
H. Lanier. The Principles of Integrated Solid Waste
Management. American Academy of Environmental Engineers,
Annapolis, MD. 1999.
Schulze,
K.L. Aerobic Decomposition of Organic Waste Materials.
Final Report. Project RG-4180 (C5R1). US Public Health
Service, Michigan State University. April 1961.
University
of California. "Composting for Disposal of Organic
Refuse." Sanitary Engineering Research Project.
Technical Bulletin No. 1, Series 37. UC Berkeley, CA.
July 1950.
University
of California. "Reclamation of Municipal Refuse
by Composting." Sanitary Engineering Research Project.
Technical Bulletin No. 9, Series 37. UC Berkeley, CA.
June 1953.
USEPA. Composting
of Municipal Solid Waste in the United States. US
Environmental Protection Agency, Washington, DC. 1971.
Wiley, John
S. and George W. Pearce. "A Preliminary Study of
High-Rate Composting." Proceedings, Vol.
81, Separate No. 846. ASCE, New York, NY. December 1955.
Wiley, John
S. Composting of Organic Wastes An Annotated
Bibliography. USPHS, CDC, Savannah, GA. February
1958.
H. Lanier
Hickman Jr., P.E., D.E.E., is a member of MSW Managements
Editorial Advisory Board.
To
read the other parts in this feature please click on
the relevant links below:
Part
1: Introducing the Pioneers
Part
2: Of Mosquitoes, Flies, Rats, Swine, and Smoke
Part
3: The Sanitary Landfill
Part
4: Building a National Movement
Part
5a: Building an Infrastructure
Part
5b: Building an Infrastructure
Part
6: Collecting Solid Waste/No Longer Beasts of Burden
Part
7a: Landfill Gas Odors/Fires, Explosions, and Kilowatts
Part
7b: Landfill Gas - An Asset, Not a Liability
Part
8: Composting: Sometimes a Good Idea Does Not Sell
Part
9a: The
Awakening of Waste-to-Energy in the US
|