SOLID WASTES MANAGEMENT
              IN GERMANY
           REPORT OF THE
I .S. SOU 1) WASTES Slim  TEAM VISIT

         June 25-Julv 8. 1%7
     DEPARTMENT OF HEALTH. EDUCATION. AND WELFARE
              Public Health Service

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Front Cover. Institute for Water, Soil, and Air Hygiene of the Ministry of Health.
U. S. Solid Wastes Study Team  members with Institute staff observe neutron de-
tector used in landfill groundwater pollution studies — Berlin.

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     SOLID WASTES MANAGEMENT
                IN GERMANY


             REPORT OF THE
U.S. SOLID WASTES STUDY TEAM VISIT

             June 25 - July 8,  1967


                   An Exchange
                    within  the
      United  States - German Cooperative Program
      in Natural Resources, Pollution Control, and
                Urban Development
  This report (SW-2) was written for the Solid Wastes Program

              by SAMUEL A. HART, Ph.D.

                University of California
  U. S. DEPARTMENT OF HEALTH, EDUCATION, AND WELFARE
                 Public Health Service
       NATIONAL CENTER FOR URBAN AND INDUSTRIAL HEALTH

                 Solid Wastes Program

                     CINCINNATI

                      1968

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           Public Health Service Publication No. 1812
Pn,- sale bv the Superintendent of Documents, U.S. Government Printing Office
Foi sale by tne               „ c 20402 . Price lg cents

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                   V. S.  SOLID  WASTES  STUDY TEAM
           Mr. Leo Weaver, Chairman
                Chief, Solid Wastes Program*
                National Center for Urban and Industrial Health
                U.S. Public Health Service

           Mr. James B. Coulter, Chief, Bureau of Environmental Hygiene,
                Maryland State Department of Health,
                Baltimore, Maryland

           Dr. Harold B. Gotaas, Dean, Technological Institute
                Northwestern University, Evanston, Illinois

           Dr. Samuel A. Hart, Professor, Department of
                Agricultural Engineering, University of California,
                Davis, California

           Mr. Norman B. Hume, Director, Bureau of Sanitation,
                City of Los Angeles, California

           Dr. Elmer R. Kaiser, Senior Research Scientist,
                New York University, Bronx,  New York

           Dr. Karl W. Wolf,  Research Associate, American Public Works
                Association, 1313 East 60th Street, Chicago, Illinois

           Mr. William A. Xanten, Consulting Engineer, 3355 Military
                Road, Washington, D. C.
* Mr. Richard D. Vaughan became Chief of the Solid Wastes Program on August 1, 1967.
 The Solid Wastes Program is part of the National Center for Urban and Industrial Health,
 222 East Central Parkway, Cincinnati, Ohio 45202.

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                                FOREWORD

     The United States Solid Wastes Study  Team's visit to Germany  provided a
valuable opportunity  to implement a cooperative U.S. — German  effort concerned
with natural resources,  pollution  control,  and  urban  development.   Recognized
environmental health needs in Germany have catalyzed there a national program
involving both controls and research, as in the United States.
     With the goal of evaluating the status of solid Vastes management in Germany
and  its application to meet U.S. needs, both present  and future, eight American
engineers and scientists spent  two weeks (June  25 to July 8, 1967)   on  a waste
management study tour in Europe. They first attended the Ninth Congress of the
International Association of Public Cleansing in  Paris. Then from  June  30 to
July 8 they toured German solid waste  handling  and disposal facilities.  The Solid
Wastes Study Team  visited  the  cities  of Berlin, Munich,  Rosenheim,  Frankfurt,
Schweinfurt, Diisseldorf,  and  Duisburg.  Attention was directed to the quantity
and  characteristics  of domestic solid waste, its on-site storage, its  collection  and
transportation, and its disposal by landfilling, incineration, and composting.  Dr.
Samuel A. Hart, who prepared this report, has also written a separate report on
European composting, which  will be published  in the near future.
     The courtesy and assistance shown the  Solid Wastes Study Team by officials
of the German Federal Republic and  of each city visited was  helpful, friendly,
and  warm.  The members of the study team felt that their visit was  not  only a
technological success but a step toward the broader goal involving  information
exchange and closer  working relationships  with  their German counterparts.

                                              RICHARD D. VAUGHAN
                                              Chief, Solid Wastes Program

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                                 PREFACE

     During the period June 25 to July 8,  1967,  the U.S. Public Health Service
 (National Center for Urban and Industrial Health, Solid  Wastes Program) sent
an eight-member team  of scientists and engineers to study solid wastes management
in Europe.  They  were accompanied by Michael  E. Jensen,  a staff engineer  of
the Solid Wastes Program.  The group first attended the INTAPUC (International
Association  of Public Cleansing)  conference in Paris, June 26 to 30, then went to
Germany  for  inspection of collection, landfilling, composting, and incineration
equipment and practices in that country.
     The purpose  of the trip was  to  observe  German  practices with a  view  to
evaluating  immediate  and potential  application  of German  technology  to U.S.
needs,  and  to  foster  information exchange and closer future  working relation-
ships with German counterparts.
     The trip was  timed to  the INTAPUC congress  in Paris.  Attendance at that
congress was valuable  for three reasons.   First, the technical sessions (simul-
taneously  translated into English,  German, and French)  enabled the American
Team to learn  of present science and technology  of solid  wastes  management  in
Europe.  Secondly,  there was a major equipment and machinery exhibit  where
present-day  European  solid  wastes  storage,  collection, transporting, and disposal
equipment was displayed and demonstrated. Thirdly, a number of German  waste
authority  administrators and scientists attended INTAPUC;  it  was thus possible
to meet more of these experts, and to meet them more informally than was possible
while on the tour within Germany.
     The study  trip in Germany was a part of the exchange program of the United
States — German Cooperative Program in Natural Resources, Pollution Control, and
Urban  Development.  That  program  began  with a  discussion between President
Johnson and then  Chancellor  Erhardt in 1965.  Following this,  in  1966, U.S.
Secretary  of the Interior Udall visited Germany  and  set  up  the  machinery and
objectives of the interchange.  Dr. James Slater, Office of the  Under Secretary  of
the Department of the  Interior, is U.S. Program Director.
     The arrangements for the present trip were made through Dr. Joachim  Berg,
the Germany Program Director, and D. G. Hosel, German Solid Waste Panel Chair-
man from the Ministry of Health at  Bonn.  Cooperating with Dr. Berg was Pro-
fessor Hoffken, Director of  the Institute for Water,  Soil, and  Air Hygiene  (a re-
search  and public service unit of the  Ministry of Health)  in  Berlin. The Zentral-
stelle fiir Abfallbeseitigung  (Central Office for  Solid Waste Disposal), an arm  of

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the Institute  for Water,  Soil, and Air  Hygiene, was directly  involved in setting
up the tour.  This Office is headed by  Dipl.-Ing. M. Ferber.  Accompanying the
American Team on the tour was Dipl.-Ing. H. J. Seng.  The success of the trip was
in very large measure due to the excellent  arrangements and  guidance by all  of
the above men.  In addition, the city officials of  the visited cities of Berlin, Munich,
Rosenheim, Frankfurt, Schweinfurt, Diisseldorf, and Duisburg were all most helpful
and gracious.
                                       LEO WEAVER
                                       Chairman, U.S. Solid Wastes Study Team

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     SOLID  WASTES  MANAGEMENT  IN  GERMANY
                         REPORT OF  THE

        U.S.  SOLID WASTES STUDY  TEAM VISIT

                         JUNE  25 —JULY 8
                                   1967
CHARACTERISTICS  AND  CHANGES IN EUROPEAN  SOLID  WASTES
    The first statement  one usually hears  regarding  solid wastes management in
Europe  and the United  States  is that there is a great difference  in the quantity,
composition, and characteristics of the domestic  refuse  in the two  lands.  The
U. S. Solid Wastes Study Team paid particular attention to this. German waste
disposal authorities figure that 1.3  to 1.5 pounds of domestic  refuse* is collected
per capita  per day.  The refuse typically  has a unit weight  of 450  pounds per
cubic yard, measured in the collection vehicle. The equivalent figure for American
domestic refuse collection is 2.3 pounds per  capita per day,  with a  unit weight
of about 350 pounds per cubic yard.  German officials indicated that up to about
5 years  ago the winter refuse contained a  very  large quantity of ash from home
heating  with lignite, coal, and wood. Gas  and oil for individual  heating  and
municipally  produced central steam  heating are replacing the old systems,  and
present-day refuse  contains less ash than formerly.
    The refuse observed by the Study Team at disposal facilities definitely ap-
peared denser  and heavier,  and smelled "ashier" than  American refuse.  Waste
paper and  paper products appeared  to be the major volume contributor  to the
German refuse, the same as  in the United  States.  However, brown-paper grocery
bags as  garbage sacks were conspicuously absent. There were fewer empty tin cans
(beer and soft drink cans have not yet become  common in Germany), somewhat
fewer bottles, about the same amount of plastic film and plastic bottles, and the
typical array of  shoes, rags, broken  toys,  metal, and  similar  materials.  Garbage
grinders (kitchen sink disposal units for  food  wastes)  have  been prohibited in
Germany, so the  German refuse contains this  waste component, although it is
usually  wrapped in paper and is  not particulary obvious.  The German waste
management authorities  stated that  the  moisture  content  of domestic  refuse
averages 40 to 45  percent (wet weight basis) in summer, and about  30 percent
in winter.
* Domestic refuse is defined herein as that which the homeowner or apartment house dweller
 customarily puts into his garbage can or into a box alongside it and which is collected regularly
 by the collection truck. This refuse is the food scraps, cans, bottles, ashes, cartons, old paper,
 and similar discards  of living. Yard  and garden trimmings (but not fall-of-the-year tree
 prunings)  as collected from  individual homes are also included although the percentage  of
 German families living in individual homes is small. Old furniture and bulky  objects only
 occasionally discarded and requiring special pickup are not included as domestic refuse.
     308-264 O - 68 - 2
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    The calorific  value of German  domestic refuse  ranges from 800  to  2,200
kilocalories per kilogram.  This is the "lower heating value," which compensates
for water as  a product of combustion.  This corresponds to 1,450 to 4,000  Btu
per pound on the lower heat value basis, or 1./600 to 4,500  Btu on a higher heat
value basis.   Typical American domestic refuse has a higher heat value, between
3,000 and 5,500 Btu per pound.
    It is notable that German authorities are observing that not only is the quantity
of refuse per capita increasing, .but  its characteristics  are  trending  toward that
of American  domestic  refuse.
    In both  the United States and Germany, domestic  refuse has been  estimated
to comprise  only about one-third of the total quantity of solid waste  that must
be disposed of. The study tour was not directed to industrial wastes, construction-
demolition rubble,  and agricultural wastes, and  relatively limited data  on these
were  obtained.  However, authorities in several  German cities and  German re-
search organizations have sampled and analyzed the various classes of refuse and
have published the findings.


          DOMESTIC REFUSE STORAGE  AND  COLLECTION

    The standard  —• almost universal  — container for domestic refuse is  the
110-liter (about 29-gallon) refuse can designed for dustless collection.  An example
of this is to be seen in Figure 1.

    Formerly these cans  were made  of  very  heavy galvanized iron, and in some
cities some pre-World  War II cans  are still  in service. Today many of the re-
placement containers are  plastic.  The cans are generally owned by the  city, and
the collection fee reflects  this cost of city ownership. The 110-liter size is  based
on  once-a-week pickup of one container per family and is still adequate in most
cases.

    The size of the container and the dustless collection system design were orig-
inally based upon the high ash content of German refuse  at the time that the system
was standardized (prior to World War II).  Today the ash content of German refuse
is much reduced (though still greater than in American refuse), and  the same
criteria may  not so rigorously apply.  However, there appears to be no inclination
to change the concept  of  the 110-liter dustless style container.  In fact, the  waste
collection equipment seen at  the INTAPUC machinery exhibit  was aimed at pro-
moting this concept.

    Most German families live in apartment houses,  and the 110-liter refuse cans
are stored at  ground level. On collection day the  residents  (or custodian service)
place  small refuse containers  on the  curb  of  the  street  to await collection; how-
ever, the 110-liter containers are usually carried out and  returned by the collectors.
This same practice is  followed in the new housing divisions of single-  and two-
family residences,  the  containers typically  being  stored in  the frontyard behind
a wall or shrub.

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                       /
FIG. 1. Refuse containers and collection equipment.





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     Some of the larger  apartment and housing units have recently converted to
 containers that will hold  1.1 and 4 (or even 6) cubic meters; these, too, are shown
 in the photographs in Figure 1.

     On-site  apartment house  incinerators and  garbage-grinding  units  are scarce
 or nonexistent.  Thus, all the  refuse generated by  the citizens must be hauled to
 the central disposal site.

     Collection of  domestic refuse  is  almost  invariably done by the  city rather
 than by private scavenger companies. The typical collection vehicle has a capacity
 of 14 to 18 cubic meters  (19 to 24 cubic yards). It is usually operated by a  crew
 of one  driver and  three,  four, or five loaders. The loaders roll the containers on
 the bottom rim over to the back of the truck, actuate the lifting-dumping  device,
 and roll the  container back to the curb; containers are not lifted.

     There has been  a definite trend to twice-a-week pickup of domestic refuse in
 Germany.  It was noted that Monday and Tuesday are "heavy" days (two different
 routes) and  Thursday and Friday are  "light" days (end-of-the-week pickup of the
 same routes). Wednesday is reserved for special (bulky object), park, street-
 sweeping, and similar pickups.

     The Diisseldorf  collection system was of  particular interest.  Its management
 includes use of computers to analyze data  for equipment purchase,  route  alloca-
 tion, cost control, personnel assignments, and labor negotiations (determination of
 incentives, shift setup, etc.).

     The fee for refuse collection varies in the cities visited,  from Deutschmark
 (DM)  40 ($10) to DM 140 ($35) per year for picking up  one 110-liter container
 once or twice a week. The DM 102 fee (in Frankfurt) is sufficient to pay all costs
 of collection  and disposal, including equipment amortization; no part of the waste
 collection is subsidized by other taxes. Details on the other cities were not obtained.

    The Study Team observed German concepts of refuse collection with the view
 of possible use in the United States. The customary use of dustless containers of
 standard design and  the  dustless, mechanized dumping of  the container into the
 collection vehicle were very impressive. Because of differences in refuse composi-
 tion, its wide application  in the United States was  not considered feasible  by the
 Study Team.  In fact, although present German equipment is designed to ease the
chore with the 110-liter  container,  the practicability and  economy of the whole
system is questioned by some German authorities. The storage and the mechanized
 dustless collection  of  the  1.1-cubic-meter container did look impressive; a similar-
sized container and collection system is already in operation in the United  States.

    The German loading crews do a different work than their American counter-
parts. Refuse is not  manually lifted; the machine  does this work.  The accident
rate, especially relative to back injuries, should therefore be much reduced.

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                                LANDFILLING
     Landfilling problems in Germany  are  similar to those  in the United States.
 The Study Team saw many small, uncontrolled, open dumps being used by villages
 and towns.  These are the same blight on  the German landscape as  they are in
 America. A concerted effort is  being made in Germany to  eliminate these small
 dumps, basically by  getting several communities  to go  together and run a larger,
 cleaner, and better organized burying facility.
     Large, controlled landfills were visited in  Berlin and in Frankfurt (Fig.  2).
 The solid waste disposal problem in West Berlin is extremely  interesting. Although
 an appraisal of the Berlin situation is not yet directly applicable to anything facing
 American metropolises, it may be suggestive of the future when communities can-
 not export  wastes  to the  surrounding  countryside —  because there  will be  no
 countryside. West Berlin is an island of  185 square miles  (roughly triangular with
 base and altitude of 20 miles) within the heart of politically opposite East Germany.
 There is essentially no trade between West  Berlin and  either East Berlin  or East
 Germany.  Almost all food and goods of the viable, modern,  western-oriented city
 of 2.2 million  inhabitants  must  be  shipped  in  from West Germany.  The  cost of
 shipping out the wastes is obviously prohibitive, so the  domestic, commercial, and
 industrial refuse, and the construction-demolition debris must  be sequestered within
 the 185 square miles. There are presently five  burial sites for refuse.  Several of
 them began  as "Trummerberge" or rubble mountains  during the early postwar
 days when  the residents were clearing  their city of the bombing damage. The
 largest such  Trummerberg is about 250 acres in size, and the back side  of it is
 still being used for some commercial and industrial refuse, plus construction debris.
 A U.S. radar installation is housed on the top, about 150  feet above the surrounding
 plain.  Most  of the mountain is  planted with trees and grass and is a recreation
 site; there is even a bobsled run  designed into it.

     The Study Team visited Berlin's major landfill site, located  in the southwest
 corner of the  city, adjacent to  the iron curtain separating the  city  from East
 Germany. This site receives all kinds of solid wastes — domestic, commercial,  in-
 dustrial, and construction.  Approximately 25 percent of the total  volume of West
 Berlin's solid waste is  being buried there.  The  original site was an  abandoned
 gravel quarry,  but it appeared that the  landfilling operation  had overrun  the old
 quarry. The landfill is surrounded on the West Berlin side by a forested greenbelt.
 The site has been used for  10 years,  and the authorities figure it may suffice for
 10 years more  without too  badly  encroaching  on the  forested  recreational area
 around it.

     Except for the height of the  refuse above the  normal land elevation (about  30
 feet), the landfilling  operation  appeared typical  of many American  operations.
 That is,  it could not be called  a "sanitary  landfill" because the  refuse was not
covered every day, but it was not an open burning dump. Perhaps it can best  be
described by a rather literal translation  of the German  term  for it —  "geordnete
Deponie" or "orderly depositing."

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FlC. 2.  Controlled land/ill — Frankfurt.

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    One of the research divisions of the Institute for Water, Soil, and Air Hygiene
is  conducting research at the  Berlin landfill on the effect of compaction of the
refuse upon the water regime within the fill. The fill is instrumented  to measure
temperature, moisture, and  specific weight, as  well as quantity  and quality of
leachate. Two-meter layers of domestic refuse are deposited with varying amounts
of compaction, covered with  earth, additional layers of refuse, and cover.  Surface
runoff is small,  90-plus percent of the  normal 26-inch rainfall infiltrates into the
fill or evaporates. The study has been running  3  years. Results to date  indicate
that maximum leachate occurs with maximum compaction. Temperatures to 180°F
have  been  recorded in the more loosely compacted cells. This research is similar
to some of the American  research on landfills and groundwater pollution and will
be a useful addition to the scientific literature.
    The second controlled landfill carefully inspected  by  the Study  Team  is at
Frankfurt.  This landfill started 42 years ago as an open burning dump. Later this
was brought under control,  and now it is in the final stages  of accepting refuse.
It is  55 acres in size  and the top is 140 feet above the surrounding  11,000-acre
nature preserve (mostly fir forest), The landfill is 4 miles south of the heart of
the city, on the south side of the Main River.

    The Frankfurt landfill is in the process of being abandoned as a disposal site
for raw domestic waste.  The citizens complained about smoke when the fill caught
fire, about odors, and about blowing paper. In the future,  Frankfurt's domestic
solid  wastes will be incinerated,  and only a small part of the  landfill will be used
for the incinerator ash and nonburnable raw wastes.

     The completed landfill will  actually be  an asset  to  Frankfurt.  The slopes are
presently being  tapered, covered with topsoil, and reforested to match the adjacent
land.  A luxury  restaurant will be built on the summit, where the view  overlooking
the forest and nearby Frankfurt will be a fine attraction.

     The Study Team asked officials of  cities with  compost plants or refuse in-
cinerators  why they did not landfill raw  wastes.  The usual answer was that there
was no land available, or that it was too expensive or reserved for a higher use, and
that groundwater pollution was a matter of concern. However, basically the reason
often appeared  to be political — the residents just did not want a landfill  in the
neighborhood. The situation at Frankfurt was typical: the whole 11,000-acre forest
in which the 55-acre landfill is located is owned  by the local, regional, and federal
governments.  Yet the Frankfurt Public Works Department, itself a local govern-
mental agency, could not  get  any other  branch of the  government to release
additional  land  for a  landfill.

     On  the other  hand,  it was noteworthy that at Berlin, with minimal land
availability,  landfilling is still  considered to  be  a  key part of  the  solid waste
management program. A new incinerator has been built; it will burn one-half of
the city's domestic and commercial refuse.  There is preliminary planning for an
additional  incinerator to take most of the remaining  burnable wastes.  However, it

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is recognized that a certain amount of landfill will always be required, and  it is
intended to keep landfilling technology and practice current.

     The Study Team thought that the German practice of  going "above grade"
— higher than the surrounding land level — was a practice that might have appli-
cation in certain communities  in the  United States.


                              COMPOSTING

     Because composting has been lauded as the refuse disposal system that "con-
serves and converts" wastes into something useful, it has received much attention
throughout the world.  In practice, composting has not been an important method
of solid waste disposal in the United States. German composting practice has been
somewhat more successful than American experience. It was therefore appropriate
that the Study Team spend some of  its time learning  of the German operations.
One team member, on sabbatical leave, had spent 11 months preceding the  tour
studying compost utilization in Europe.

     Nine composting plants have been built in West Germany since World War II,
and all nine plants are still in operation. This is in contrast to U.S. activity, where
twelve plants have been built in the same period of time, but at this writing only
five are operating.

     The nine West German composting  plants accept and convert only  about
two-thirds of 1 percent of the German domestic refuse into compost (from 400,000
of the 55 million residents).  Thus, composting  in Germany, as in the. United
States, must be regarded as a minor method in the total solid wastes management
program.

     The composting plants visited at  Duisburg .(Figs.  3 and 4)  and Schweinfurt
were excellent examples of typically  good German engineering and operation.

     The Duisburg  composting operation is  a two-drum Dano plant built at the
Sewage Treatment Plant. This site is already surrounded by housing developments.
Domestic refuse from 90,000 of the 400,000 residents of Duisburg is brought to the
compost plant.  The refuse  is  elevated, picked over for salvageable bottles, cans,
rags, cardboard, etc., sewage sludge is added, and the mixture is put into the slowly
rotating drums. Residence time in the drum is 3 to 5 days, on a continuous flow-
through basis. The fresh compost from the drum is sieved, and then is piled outside
to cure.  The  noncompostable residue  is buried.  Most of the finished compost  is
sold to nearby landscape architects for new garden construction.

    The Duisburg plant operation experienced a great deal of trouble with odors
from the composting operation. The  plant had to be shut down in summer when
the incoming refuse was wet  and the compost could  not be kept  aerobic.   The
problem  has  been solved  by  a  combination of techniques.  Firstly, the  sewage
sludge is thickened so the minimum amount  of excess water  is added. (Even with

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sludge thickening,  only  one-third of  the population equivalent of sludge can  be
added in summer, and one-half the population equivalent in winter.)  Additionally.
all the ventilation air of the building and of the Dano drums is scrubbed through a
soil filter.  This filter consists of a buried perforated pipe covered with earth and
cured compost; the filter  is approximately  10,000 square  feet in size and  filters
about 7,000 cubic feet of air per minute.
 FIG. 3. Duisburg composting plant.  Note proximity of residences behind building.
  FIG. 4. Duishurg composting plant. Study Team and hosts in front of soil filter.

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    The second plant visited was at Schweinfurt I Fig. 5.).  The Caspari-Brikollari
process is used.  This is a  new and novel process.  Domestic refuse is received,
elevated, handpicked, ferrous  metals magnetically removed,  and  the refuse is run
into a  Dorr-Oliver rasp.  The  abraded material  is ballistically separated  to remove
inert material and temporarily stored  in a hopper.  Concurrently, digested sewage
sludge is vacuum filtered to dry it  from 88 to 70  percent water.  Ground refuse
and sewage sludge from the  same total population are mixed together, and bri-
quettes, formed in a special molding machine (Fig. 6), are approximately 18 inches
long,  9 inches wide, and  5  inches deep, with  a IVa-inch-diameter  semicircular
"tunnel" running the length of the under side. The briquettes are stacked on pallets
and stored in a curing shed. The temperature within  an individual briquette rises to
about 140°F, and within 1 to  2 weeks the moisture content drops from the original
50 to  54 percent to about 13 percent. Fungal growths are probably very important
in this composting process. After the composting, the blocks are moved outdoors
where  they are stored in a yard like normal bricks.  In the fall when compost can
be sold to grape  growers, the  blocks are run through a grinder and sieve, and  the
finished compost sold.
    At Schweinfurt, the highly mechanized design  was motivated by the goal to
dispose of sewage sludge with the refuse;  thus, a considerable portion of the cost
of the composting can be  charged to  sewage sludge disposal. While Schweinfurt
apparently  has been successful in getting rid of sewage sludge by  composting,  other
German cities such as Duisburg have been only partially successful.

              FIG. 5. Schwein/urt incinerator and composting plant.

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     Some data on  composting costs were obtained.  Duisburg officials report that
composting  operations cost DM 8  to 9  (a  little over |2)  per metric ton  of raw
refuse accepted, and  this includes  the cost of accepting the sewage  sludge. The
finished compost  is  sold for DM 5 per metric ton.  Eight to ten thousand  tons of
compost  are made  each year.  The city  is presently constructing an incinerator
for domestic and commercial wastes. The net cost of incinerating a ton of incoming
refuse is expected to  be about  equal to composting  it.  Therefore, it  is planned to
continue composting  lo the extent  that  it  is  possible to  sell  the  compost  at
DM 5 per ton.
     In Schweinfurt,  the  total cost of composting the domestic  refuse and the
sewage sludge from 60,000 residents is DM 380,000 per year. This includes plant
amorti/ation.  About  10,000 tons of finished compost is made each year, and sells
for an average price  of DM 8  per  ton; this reduces the cost to the city  for waste
disposal  by  DM 80,000.
     The Study Team was impressed with both composting operations.  The quality
of the finished compost observed at both  plants was very good, and  the plants ap-
peared functional and efficient. The big problem  in  composting is  in marketing
the material.  Compost is  a low-value commodity,  and the market for it  is very
restricted.  This is  so in Germany as well  as in the  United States  and puts real
limitations on composting as a method of domestic waste  management.  If com-
posting is ever to be a significant  avenue of waste  processing in Germany  or the
United States, more satisfactory outlets must be found for the finished compost.

      FlC. 6. View of briquetting equipment — Schweinfurt composting plant.

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                              INCINERATION

     Incineration practice in Germany — and in all Europe — is based on an en-
tirely different set of conditions than in America. The Study Team visited refuse
incinerators at Berlin (Fig. 7),  Diisseldorf, Frankfurt, Munich, Rosenheim, and
Schweinfurt. At every plant except Schweinfurt, either heating steam or electricity
from steam was produced from the heat of the refuse burning.

     The German decision to produce steam from refuse stems from a compound
line of  reasoning and conditions. Although German refuse  has a  lower calorific
value than American refuse, the difference  in  calorific value is  less  than  the
difference  in fuel costs between the two countries.  Thus,  the economic potential
for energy production from refuse is somewhat more favorable in  Germany than
in the United States.  This alone, however, would not be  sufficient to justify all
the refuse incinerators with power production facilities. Additionally, because West
Germany  is so densely populated (8 times the  population density of the United
States), a  high degree of environment  management  is a necessity.  High-quality
stack emissions are paramount. To do a good job of cleaning combustion  gas, its
temperature must be reduced — usually to less than 600°F. One good  way of
cooling gases is by heat transfer  — to absorb the heat by  producing steam.

     There is also a third factor, which is somewhat more intangible.  Conserva-
tion and resources management are characteristics of the German people.  Because
power and utility services are performed by local governments, conservation and
waste conversion  — the production of  energy from  municipal refuse —  can be
more easily practiced, as they are less dependent on profit motivation.

     The actual practice of incinerating refuse with  steam production takes two
basic forms:

1.   The primary operation is refuse burning —- steam production is incidental,
     and the quantity of steam so produced and the time  of production are not
     tailored to the community's steam or electric power needs. Rosenheim, Berlin,
     and Frankfurt  operate on this principle.  Conventionally fueled boilers must
     be  available  to meet the maximum heating or  power demand  of -the • com-
     munity. The refuse boiler merely reduces the quantity  of conventional  fuel
     burned.

2.   The incinerator is  operated primarily to produce steam  or electricity  in the
     amount and at  the time it is needed — refuse is burned to this  schedule, with
     auxiliary fuel being used to  supplement the fuel need. This is the  principle
     followed at Munich and Diisseldorf.  Here again, conventionally fueled  equip-
     ment  nearly equal  to the maximum steam or power demand must be avail-
     able, but the fluctuation of the load on this  conventionally fueled equipment
     is much reduced.  It was pointed out to  the Study Team  that there are valid
     arguments for both systems, and the choice must be tailored to the individual
     city.

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                                                           _. -  * _•' f
                                                            .- - ^~ \     «• *. -•
                                                                "':,.   ;. •<   ••>•  -
             FlC. 7. Berlin incinerator (model). The sintering plant
                       is in the rear of the large building.

     Other factors include whether the refuse incineration will occur in a separate
firebox and boiler, and whether  refuse burning and conventional fuel burning will
be used with one set of boiler tubes.  In addition,  it must be decided whether  the
refuse incinerator will be a simple unit producing low-pressure steam  (20 to 50
psi)  or will  contain a more  efficient but more complex and  costly high-pressure
(400 to 1,300 psi)  boiler. The low-pressure steam can be used directly for munici-
pal heating, or can be fed into a high-pressure, conventionally fired boiler.
     All German incinerator officials pointed out that  steam  and power  generation
from municipal  refuse is  not  a profit-making activity.  Refuse is not  a  "free"
source of fuel,  because it  costs more in equipment, controls, and manpower to burn
refuse than it  does  to burn conventional fuels (lignite,  coal, oil, or gas).  It was
further pointed out that  the cost of producing a ton  of steam or a kilowatt-hour
of electricity from refuse is often expressed in terms of how much more it costs
with  refuse than with conventional fuel;  the extra  cost is chargeable  to waste
disposal  for  it  would cost that  amount to  burn it without steam  generation, or
to bury it, or to compost it.

     The Study Team members  tried hard  to obtain  meaningful and comparable
data on the cost of  burning a ton of refuse  or of producing a ton  of steam from
the refuse. The effort was unsuccessful, in part because of technical language diffi-
culties.  Some  communities include plant amortization  in the total cost whereas
others include only the refuse burning part,  or do not  even include plant amortiza-
tion.  Some communities base their calculations only on the refuse burning; others

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include the power generation, or the ash and slag removal and disposal, and similar
variations. The impression was obtained that after reducing the cost by the revenue
from the steam, but not counting amortization over what a normal incinerator could
be obtained for, it  costs DM 6 to 12  ($1.50 to $3.00) to incinerate  a metric ton
of refuse. A meaningful cost analysis in U.S. terms, useful in relating the German
practice to American conditions, would require months of investigation.

     The  Schweinfurt incinerator  does  not produce steam.  It was primarily
designed to burn  the industrial wastes from  the  two ball-bearing plants and a
machine  manufacturing plant in  Schweinfurt.  The excessively high heating value
of the oily wastes (up to 9,000 Btu/lb) and the metal chips and balls  caused grate
damage and jamming. The incinerator, which has not been in operation for several
months, is undergoing major redesign and reconstruction and is expected to operate
satisfactorily with a new grate design.  Although the three industries could use the
refuse-produced heating  steam  and the waste has  a satisfactory heating value,
the Study Team was advised that  waste  heat  utilization is not economic  at this
location at this time.

     This report cannot spell out all the design features of the individual plants.
However, a brief discussion of the general components, and their  design rationale,
does seem appropriate.

Bunkers and Cranes

     The Study Team noted the generally very  large capacity of both  bunkers and
cranes.  The Diisseldorf bunker  (of special design) can hold  a 3-day  collection of
refuse, and because of the 24-hour-per-day,  7-day  burning program of the plant,
refuse  is stored for the weekend when  there  is no  collection.  The  bunkers are
operated with  negative pressure ventilation (the air for the incinerators  is drawn
from the  bunker area), and  all are fitted with good doors for  cleanliness and
appearance.

     German refuse  cranes are larger  and slower  than are the U.S. cranes. Both
polyp (8-fingered orange-peel bucket) and clamshell  buckets are used.  In some
cases, the crane operator sits in a stationary control house and  not  on the crane
trolley.  The buckets often have a strain-gauge weighing system incorporated into
the hoisting device,  and  at Diisseldorf a continuous weight record of the amount
of waste incinerated is made.

     The design of  the bunker and crane  systems of the large German incinerator
plants seems efficient and appropriate.

Grates

     The Study Team saw examples of three major designs of grates:

1.   The Von  Roll shuttle stroke, stepped-deck grate (Frankfurt).

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2.  The Martin reverse-stroke grate (Munich).
3.  The VKM or  Diisseldorf drum grate  (Diisseldorf, Rosenheim, and  Berlin).
    All  were operating well,  and a good burnout of the refuse  was observed.
(The  German standard is 0.3 percent putrescible matter in the residue.)

Walls and  Boiler

    Water-cooled walls are a typical feature of an incinerator in which steam is
produced.  Although  firebrick is still necessary, the amount of it  and the stress
to which it is subjected are much  reduced.  This is one of the plus benefits  of
producing steam  from the  heat of incineration.

    The water (or steam) tubes do not normally extend all the way down to  the
grate  level.  Usually,  a three-  or  four-course liner  of abrasion-resistant firebrick
is used to line the wall above the grate.  The flames, flying ash, and physical move-
ment  of  the bed of refuse  do cause wear on this wall. Additionally, if the refuse
burns at too high a temperature on the grate, a slag often builds up on the firebrick
wall.  This part of  incinerator design is still causing some difficulty in Germany,
as well as in the  United States, but the manufacturers are working  on it.

    The boiler tubes  above the grate and fire  are very similiar to those in  a con-
ventionally fueled boiler. The choice of low-pressure  (and thus lower temperature)
versus high-pressure  (and temperature)  steam  production has been  referred  to
previously.  Boiler tubes within a refuse  incinerator may become fouled, eroded,
and corroded more quickly than  in a  conventionally  fueled  boiler. Keeping  the
gas velocity below  25 feet per second  and  preventing flame  impingement on  the
tubes, however, minimizes these problems. German plant engineers have been con-
cerned about the increasing  amount of  plastics, especially  about the corrosion
from  the polyvinyl-chloride type that must be burned.  Solutions were not obvious
from the tour.


Air Cleaning

    The most impressive and laudatory feature of German refuse incinerators was
the quality  of the stack emission (Fig. 8). Fly ash is removed  at the turns  in
the boiler and flue gas passages,  and  it appeared  to  be  economically and satis-
factorily managed in  all plants. The fly ash is  conveyed to the burned-out inciner-
ator residue  (clinker  and  ash) in  the dry state  at most plants, but at Frankfurt it
is conveyed in a water slurry  and  settled  out in a separate operation.

    Large,  heavy-duty electrostatic precipitators designed for 98  to  99  percent
efficiency are incorporated into all the  incinerators except at  Schweinfurt.  These
precipitators are  the  only gas-cleaning equipment used —  no prior  scrubbing,
centrifuging, or  filtering.  The  electrostatic  precipitators are continuous flow-
through, with periodic shakedown self-cleaning.

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                                                  The German air pollution con-
                                              trol standards allow a maximum of
                                              only 150 milligrams of particulate
                                              material  per cubic  meter of  gas
                                              cooled to standard condition  (760-
                                              mm pressure, 60°F).  This corre-
                                              sponds to  about 0.192  pound  of
                                              particulates per 1,000 cubic feet of
                                              flue gas  corrected  to 12  percent
                                              carbon dioxide.  The present U.S.
                                              guideline  is  0.428  pound  of par-
                                              ticulate per 1,000 cubic feet.  The
                                              quality of  the German exhaust is
                                              thus very good.
                                                  The German refuse incinera-
                                              tors  are  generally  equipped  with
                                              very high  (up to 300 feet) chim-
                                              neys.  This provides excellent dis-
                                              persion of the gases above the city.

                                              Metal Salvage

                                                  At most of the plants  (includ-
                                              ing the two composting plants), tin
                                              cans, wire, and other ferrous  items
                                              are magnetically removed from the
                                              residue.  This metal is baled and
                                              then sold to  blast furnaces.   It is
                                              considered worthwhile,  both  for
                                              the monetary return and  for the
                                              reduction of the volume of  residue.
                                              (The  tin content  of  such  scrap
                                              limits its use to  cast iron; it can-
                                              not be used for  steel production.)

                                              Ath Sintering

                                                  At Berlin, the Study Team in-
                                              spected the  residue  reclamation
                                              plant.  The  incinerator residue is
                                              run over a magnet to remove the
cans and metal, then crushed as necessary, and sieved. The sieved material is mixed
with 1 to 5 percent charcoal and  about 40 percent recycled sinter material and
passed through a sintering oven.  The end product, after resieving, is a lightweight
aggregate material used for concrete block  construction and  for  roadbed subbase.
It must be pointed out that the situation in Berlin is very special; regular gravel and
FIG. 8. Clear incinerator stack •— Frankfurt.
                                      L6

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 aggregate must be shipped in across the 140 miles of East Germany, and not only
 is there the shipping cost, but East Germany collects a toll on its passage.  Thus,
 ash reclamation has a peculiar  economic potential  in  Berlin, which it  probably
 does not have in many other cities.

            GENERAL  OBSERVATIONS ON INCINERATION

     All the German incinerator plants visited  by the  U. S.  Solid Wastes  Study
 Team were well built and clean.  They were typical of  power plants and  appeared
 to be amply financed. They contained facilities and important details not usually
 found in American incinerator plants.
     The Study Team was particularly concerned with whether the German inciner-
 ation practice, with steam or electricity  production,  is applicable  to American
 conditions.  The  process is technically feasible, but  the Study Team had serious
 questions as to whether present U.S. economic conditions justify its application in
 the United States.  The  Team members were impressed with  German  efforts to
 meet air pollution  control standards and  the electrostatic precipitator techniques
 and equipment used to ensure high-quality incinerator stack discharges.  But, even
 if the same air quality standards  were required in the United States, and  the same
 electrostatic precipitators were used,  it would  not  necessarily be economical  or
 appropriate to also produce  steam or electricity.  Hot incinerator exhaust  gas
 can  be  cooled by water injection or  by excess air, and under American condi-
 tions, this might still be  more appropriate. As indicated earlier, a comprehensive
 engineering and economic analysis would  be required before a decision  could  be
 made.
                              CONCLUSIONS

     Solid waste management in  Germany  is an impressive operation. The West
 German federal government and the public  works  departments of  the  various
 cities are doing  an excellent job  in  this difficult  area.  The public  works  de-
 partments and the officials  within these departments have a great deal of initiative
 and  appear to have a relatively high degree of  independence.  The invention and
 testing of the  Diisseldorf grate is one example; the ash-sintering design at Berlin.
 another; even the setting of the  waste disposal fee,  as at Frankfurt, is  another.
 The  municipal officials, to  whom  the public works officials report, appear to have
 a generous and approving attitude toward  waste management costs.  Such factors
 as the architectural appearance  of  facilities and the safety  and welfare of  the
 employees are favorably  weighed. Engineering  is not done on an absolute  mini-
 mum cost basis, but rather on an optimum design basis.

                        Summary  of Observations

    The U.S. Solid Wastes Study Team  found  the technology and practice  of
domestic  refuse management  in  Germany to be  of very high  caliber.  Specific
observations were made,  which can be summarized as follows:

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     1.  German domestic  refuse is quite similar to American domestic  refuse;
        however, it  does contain slightly  more  ash, but  fewer cans and  bottles,
        and less paper.
     2.  The principal storage container for German domestic refuse  has  been a
        110-liter refuse can. This  is still  common, but larger containers  — 1.1,
        4, and 6 cubic meters — are becoming more popular.
     3.  Domestic refuse collection  is almost invariably handled by  the municipal
        government.  Collection  is  from  curbside,  and  containers are  dumped
        into the collection vehicle by a mechanized lifting device. The "dustless"
        dumping originated because of the high ash content.
     4.  Landfills  frequently have   the  same  ill  repute  as  American landfills.
        Controlled  landfills are often built considerably  above the surrounding
        land elevation.  No sanitary landfills were observed.
     5.  Composting is practiced in nine locations in West Germany, but it is not
        a major refuse disposal process.   The economics,  especially of marketing
        the compost, are not favorable.

     6.  Refuse incineration  that  produces  steam  or electricity  is common in
        Germany.   Such  incinerator plants are  models  of  efficiency  and  good
        engineering.  However, refuse is not a "free" fuel;  it costs more to produce
        steam or electricity from refuse than from  conventional fuels.  The  addi-
        tional cost  is charged to refuse  disposal.  Electrostatic precipitators are
        used on  all  the power-producing incinerators, and  this  results  in  high
        quality stack discharges.

     Special attention was paid to  the German  practice of steam and electricity
production using refuse as a fuel.  The Study Team was impressed but concluded
that consideration of the significant economic,  political, and philosophical differ-
ences between the situation in  Germany and that in the United States was  para-
mount in evaluating application of  this system to any given U.S. community.
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                                  U. S. GOVERNMENT PRINTING OFFICE : 1968 O - 308-264

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