United States         Office of Water &      SW 771
Environmental Protection     Waste Management     November 1979
Agency            Washington O.C. 20460
Solid Waste	

Refuse-Fired Energy

Systems in Europe:

An  Evaluation of Design Practices




An Executive Summary

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   REFUSE-FIRED ENERGY SYSTEMS IN EUROPE:


      AN  EVALUATION  OF  DESIGN  PRACTICES


            An Executive Summary
     This report  (SW-771) was prepared
under contract for the Office of Solid Waste
  U.S. ENVIRONMENTAL PROTECTION AGENCY


                   1979

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   An environmental protection publication (SW-771) in the solid waste management
series.  Mention of commercial products does not constitute endorsement by the
U.S.  Government.  Editing and technical content of this report were the respon-
sibilities of the State Programs and Resource Recovery Division of the Office of
Solid Waste.

   Single copies of this publication are available from Solid Waste Information,
U.S.  Environmental  Protection Agency, Cincinnati, OH  45268.

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                                DIGEST AND
                              MAJOR CONCLUSIONS
         The  major conclusion  is that the mass  burning of unprepared municipal
solid waste in  heat recovery  boilers  is well  established,  and can  be a
technically reliable, environmentally acceptable and economic solution to the
problem  of  disposal of solid wastes.  It  is not  as  cheap as use of currently
available  landfills.  However,  when the cost is  considered of upgrading current
landfills  and established new landfills in accordance  with  the
Resource Conservation and Recovery  Act (RCRA)  provisions, these mass burning
waste-to-energy systems are expected  to  compare more economically with true
sanitary landfills.
         Another significant conclusion is that  many European areas are moving
steadily in the direction of Energy and Environmental Parks  that  often  include
refuse  burning,  animal rendering, electricity production,  sewage disposal,
industrial  steam generation, hot water district heating, etc.
         A surprising conclusion is that over a wide range of plant sizes from
200 to 1,600 tons per day there appears  to be little significant economy of
scale.   The data suggests that the  net operating and owning costs for plants
within these size ranges and with the same plant  configurations normalized for
inflation,  exchange rates, site costs and so forth fall in the  range of $6 to
$36 per  ton with the average about $16.  While this range appears significant,
the factors that cause the variation are not size related as much as previously
thought.
         A major impetus  for  the  development  in European of waste-to-energy
systems  was the finding that it  was possible to control air  pollution  from the
burning of wastes by cooling  the  dirty exhaust gases.  Concurrent with this
influence was  the disenchantment with old leaching landfills  as a long-range
solution to the solid waste problem in very crowded countries.
         The  cost of alternative energy forms   (coal, oil, gas)  will  become
even more  important to the development of refuse-fired energy systems.  Yet the
total  potential energy in the wastes of a modern  community will be less  than a
tenth of its  total energy demand.   Hence, waste-to-energy  alone cannot be
expected to become a major energy source.
         Many  conditions in  the  U.S.  have been  different,  hence
waste-to-energy  has not advanced  as  rapidly as in Europe.  Some of  these
differences will continue, but we are moving rapidly to similar conditions in
most of  our metropolitan areas.  Hence the lessons that have  been larned in 80
years of  refuse  fired energy  plant (RFEP)  experience in  Europe can be
effectively utilized by many U.S.  communities.   We hope that this series of
reports  will  be  of help to community  officials and technologists in applying
those  lessons  to U.S. environmental and energy problems.
                                           11

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                                 PREFACE
     This document summarizes a two volume evaluation of European
refuse - fired energy systems design practices, which is a condensation
and analysis of trip reports describing visits in 1977 to fifteen (15)
European refuse fired steam and hot water generators.  Interspersed
are comments about another fifteen (15) plants for which official trip
reports were not prepared, i.e., a total of thirty (30) resource recovery
plants were visited.  In addition, visits to five (5) federal environmental
protection agencies have provided additional insight to solid waste
management trends, legislation and perspectives on resource recovery
technologies.

     The material in the reports describing the visits to the fifteen
(15) plants has been reviewed by the European system vendors and their
respective American licensees.  The two volume evaluation report has
also been reviewed, but the comments of the various reviewers has not
been incorporated in the text.  Rather, their comments are presented
in toto in the appendix to Volume II.

     Battelle Columbus Laboratories maintains ultimate responsibility
for report content.  The opinions set forth in this report are those
of the Battelle staff members and are not to be considered EPA policy.
There may be some minor errors and certainly differences of opinion
in the report, but these do not take away from the usefullness of the
document.

     The intent of the report is to provide decision making information.
The reader is thus cautioned against believing that there is enough
information to design a system.  Some proprietary information has
been deleted at the request of vendors.  While the contents are detailed,
they represent only the tip of the iceberg of knowledge necessary to
develop a reliable, economical and environmentally beneficial system.

     The selection of particular plants to visit was made by Battelle,
the American licensees, the European grate manufacturers, and EPA.
Purposely, the sampling is skewed to the "better" plants that are models
of what the parties would like to develop in America.  Some plants were
selected because many features evolved at the plant.  Others were
chosen because of strong American interest in co-disposal of refuse
and sewage sludge.

     The two volumes plus the trip reports for the 15 European plants
are available through the National Technical Information Source,
Springfield, Virginia, 22161.  Of the 17 volumes, only the Executive
Summary has been prepared for wide distribution.
                                      111

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                             ACKNOWLEDGEMENTS
         The project owes much of its success  to  the many European vendors,
plant personnel,  city officials, and European environmental  protection agency
staff who opened  up so fully to the visiting  Battelle  team.   It is  an
established  fact  that Europe is  far advanced over America in  commercialization
of the  refuse-fired,  steam-  and hot-water  generation tecnnology.  This fact  and
the accompanying  pride of accomplishment  are likely causes  for the excellent
cooperation we received and  outpouring of valuable  information from  visited
European professionals. Frankly, the amount of information freely provided has
amazed  and challenged these  researchers.  The authors hope that we have  been
able to  summarize accurately the data provided.
         Our appreciation is  also extended to  the  EPA  staff  of David
Sussman--Project  Officer, Steve Levy--Program Manager, and  to Steve
Lingle—Chief of Technology  and Markets Branch.
         The detailed listing of  the many names, organizations and addresses
is to  be found in Part II.   Each person and  organization should realize  that
they have contributed to the advancement of solid waste management in America.
                                      IV

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                         ORGANIZATION OF REPORT
     The report consists of twenty three chapters in two volumes.
Chapter A, The Executive Summary and Chapter B, The Inventory of Waste
to Energy Systems are being published by the Office of Solid Waste
for wide distribution.  The Executive Summary and Inventory are also
included in the two volume set, which is available through MTIS.  A
Table of Contents, List of Figures, and List of Tables for both Volumes
are included in the Appendix to this document.

     Volume I contains information relating to the implementation of
the systems, whereas Volume II contains technical information about
the units themselves.  The paragraphs in the Executive Summary follow
the same format.

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                               INTRODUCTION
                                Background


         Since 1896  (in Hamburg, West Germany), communities have been
converting municipal refuse into electricity and other energy  uses.   Many of
the early systems were  batch operated with manual refuse feeding and manual ash
removal.
         Between  the  two world wars, many developments were made  in  refuse
handling in general and  grate  systems  in particular.  There were also major
improvements  in  the refractory wall furnaces and  the  separate waste heat
boilers.
         Many of  the  systems  were  destroyed  during  World War  II.  The
evolution of the water-tube wall integrated furnace/boiler began in the 1950's.
It  paralleled developments 30  years  earlier  in the water tube walled
pulverized, coal-fired boiler/furnace.
         More precisely, the  world's  first  integrated water-tube wall
furnace/boiler began operation at Berne, Switzerland  in 195U.   Two 100 tonne
per day units  produced steam to make electricity.  Some steam was sent to
industry.  Other steam was sent to a steam-to-hot-water heat exchanger.   This
hot water was  then sent to  the local  district heating network.  This original
Von Roll plant continues to operate 25 years later in 1979.
         The  business  of designing and building those and  other wate-to-energy
systems has grown exponentially since 1954.  Now we  can point to at least 522
places in the  world where energy conservation objectives are met by recovering
values.
                                     VI

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                                  Objective


          The  general objective of the project was  to gather  information about
European  waste-to-energy practice and to interpret this experience as it may be
conmercially practicable in the U.S.  The subobjectives are listed as follows:
          1.   Report on actual  technical, economic, environmental, and social
              experience in application of the  European technologies of  (1)
              integrated water tube wall furnace/boiler and  (2) refractory wall
              furnace/waste heat boiler.
          2.   Aid American decision makers and  engineers in utilization of the
              successful experience of their European counterparts.
          3.   Describe in a  technical  manner  how successful operations  are
              achieved and how unsuccessful  operations are avoide$d.
          i».   Prepare Report  —  "Evaluation of European Refuse-Fired Energy
              Systems Design Practices".
          5.   Prepare 15 Trip Reports describing  systems visited,,
                                        VI1

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          The  geographic scope  as clearly  indicated in the  title is Europe.
However,  there will be  frequent references to  systems in America and comments
about  other countries.   For example,  Japan  has the  greatest number of
refuse-fired  energy generating units (43)  of any country in the world; with an
installed capacity  of 27,000 tons per day.
          Several  solid waste management topics  are discussed.  Some are beyond
the original  contract scope  but are presented to give the  reader a better
perspective of the  total picture.  The refuse to  energy systems are as follows:
              Water-tube wall furnace/integrated  boiler
              Refractory wall furnace/waste  heat  boiler
              Vertical shaft pyrolysis
Other type
include:
              Refuse transfer stations
              Hazardous waste transfer stations
              Landfilling
              Composting
              Rendering
              Pathological incineration
              Waste water treatment
              Environmental, Energy and Industrial Parks.
          The  chronological  scope begins  in  1876 when  the  first refuse  to
electricity system was built in Hamburg, West Germany.
          The scope of processing capacity  described ranges from the 120 tonne
(132 ton)  per day single line facility at Werdenberg-Liechtenstein to the large
1,630 tonne (1,793 ton) per day four line system at  Paris:  Issy-les-Moulineaux.
The energy uses scope includes use of hot air,  hot  water,  superheated water,
steam, superheated steam and electricity.
                                        Vlll

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                                  CONTENTS
DISCLAIMER ...............................    i
DIGEST AND MAJOR CONCLUSIONS ......................   ii
PREFACE .................................  iii
ACKNOWLEDGEMENTS ............................   iv
ORGANIZATION ..............................    v
INTRODUCTION ..............................   vi
OBJECTIVE ................................  vii
SCOPE .................................. viii
TABLE OF CONTENTS (Chapters A and B only --- Chapters C through Y
  Contents are in the Appendix) .....................   ix
LIST OF FIGURES
LIST OF TABLES
EXECUTIVE SUMMARY ............................  A-1
      Development of the Refuse Fired Energy Generator Technology.  ...  A-1
      Description of Communities Visited ................  A-3
        Locations Visited ........................  A-3
        Collection Areas and Jurisdictions ...............  A-5
        Terrain, Natural and Manmade Boundaries, Neighborhoods .....  A-5
        Population ...........................  A-5
      Separable Waste Streams ......................  A-5
        Household, Commercial and Light Industrial Refuse ........  A- 10
        Bulky and Large Industrial Wastes ................  A- 10
        Wastewater and Sewage Sludge ..................  A- 10
        Source Separation ........................  A- 10
        Front-End Separation ......................  A-1 2
        Waste Oils and Solvents .....................  A- 12
        Industrial Chemicals and Hazardous Wastes ............  A- 13
        Animal Waste ..........................  A- 13
        Street Sweepings ........................  A- 13
        Construction, Demolition Debris, and Ash ............  A- 13
        Junk Automobiles ........................  A- 14
        Refuse Collection and Transfer Stations .............  A- 14
        Household Containers ......................  A- 14
        Collecting Organization .....................  A- 14
        Collection Costs ........................  A-1 4
        Assessment Methods .......................  A- 15
        Vehicles ............................  A-1 5
        Collecting Times ........................  A- 15
        Homeowner Deliveries to Refuse Burning Plant ..........  A- 15
        Industrial and Bulky Waste Collection Activity Affecting
          Resource Recovery .......................  A- 15
        Transfer Stations ........................  A- 16
      Composition of Refuse .......................  A-1 6
        Physical Composition of Refuse .................  A- 16
                                    ix

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                            CONTENTS
  Moisture Content	A-16
Heating Value of Refuse	A-16
  Definitions and Calculations . 	  A-16
  General Comments on Refuse Heating Values	A-18
Refuse Generation and Burning Rates Per Person 	  A-18
Total Operating System 	  A-23
Energy Utilization 	  A-23
  District Heating (D.H.)	A-25
  District Cooling 	  A-28
  Underground Distribution  	  A-28
  Relation of Refuse as a Fuel in the Long Term Community Plan for
    Community Electrical Power, District Heating and Cooling  . .  .  A-28
  Energy Marketing and Standby Capacity	A-32
Economics and Finance	A-36
  Capital Investment Costs  	  A-36
  Initial Capital Investment Cost per Daily Ton	  A-39
  Expenses	A-42
  Revenues	A-46
  Net Disposal Costs or Tipping Fees	A-50
Personnel Categories 	  A-53
Education, Training and Experience 	  ...  A-53
  Finance	  A-53
System Ovnership and Governing Patterns	  A-53
Refuse Handling	  A-5*J
  Weighing of Refuse Received	,. .  .  A-54
  Tipping Floor, Pit and Crane	  A-54
  Pit Doors	„ .  .  A-56
  Crane	„ .  .  A-56
  Bulky Waste: Size Reduction	  A-57
  Hoppers and Feeders	  A-57
Grates and Primary Air	„ .  .  A-57
  Grate Life	  A-58
  Grate Materials	A-58
  Grate Action	  A-58
  Grate Functions	  .  A-63
Ash Handling and Recovery	  .  A-66
  Ash Exit from Grate, Quenching and Removal from the Furnace. .  .  A-66
  Ram for Residue Removal (Martin)	  .  A-68
  Submerged Conveyor 	  A-68
  Spray Quench with Conveyor	A-68
Furnace Wall	A-68
  Furnace Requirements 	  A-68
Secondary (Overfire Air) 	  A-70
  Principles of Overfire Jets	A-70
Boilers	A-71
  Overall Boiler Design	A-71
Boiler Tube and Wall-Clening Methods 	  A-75
  Steam Condensers	A-75

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                                  CONTENTS  (Continued)
      Supplementary Firing of Fuel Oil, Waste Oil and Solvents 	  A-78
      Co-Disposal of Sewage Sludge and Refuse	A-83
      Air Pollution Contro]	A-83
        Particulates 	  A-83
        Precipitator Maintenance 	  A-8?
        Gases	A-87
        Measured Gaseous Emissions 	  A-88
        Gaseous Emissions Limits . . 	  A-88
        Trends in Emissions Control	A-88
      Start-Up and Shut-Down Procedures	A-88

    CONCLUSIONS	A-88
      World Wide Inventory of Waste-to-Energy Systems	A-90
      Communities and Sites Visited	A-91
      Separable Waste Streams	A-91
      Collections and Transfer Stations	  A-92
      Composition of Refuse	A-92
      Heating Value of Refuse	A-92
      Refuse Generation and Burning Rates Per Person 	  A-93
      Development of Visited Systems 	  A-93
      Total Operating System 	  A-95
      Organization and Personnel 	  A-96
      Economics	A-96
        Capital Investment 	  A-96
        Expenses, Revenues and Net Disposal Costs	A-97
      Refuse Handling	A-98
      Hoppers and Feeders	A-99
      rates and Primary Air	A-99
      Furnace Wall	A-100
      Secondary (Overfire) Air 	  A-100
      Boilers	A-101
      Start-Up and Shut-Down 	  A-103
      Supplementary Firing and Co-Firing of Fuel Oil, Waste Oil,
        Solvents and Coal	A-104
      Air Pollution Control	A-104
B.  WORLDWIDE INVENTORY OF WASTE-TO-ENERGY SYSTEMS 	   B-1
      Exclusions	   B-1
      Number and Tonnage Capacity	   B-1
      Energy Use Patterns	   B-3
      Furnace Size Distribution	   B-9

    APPENDIX
                                      XI

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                                LIST OF TABLES
Table A-1.

Table A-1a.

Table A-2.


Table A-3.
Table
Table

Table

Table

Table
Table
A-4.
A-5.

A-6.

A-7.

A-8.
A-9.
Table A-10.
Table
Table
Table
A-11.
A-12.
A-13.
Table A-14.
Table
Table
Table

Table

Table

Table

Table

Table

Table
Table
Table
Table
A-15a.
A-15b.
A-16.

A-17.

A-18.

A-19.

A-20.

A-21.

A-22.
A-23.
A-24.
A-25.
Summary Data on the 15 Surveyed Plants Visited by Battelle
  for the U.S. EPA Project on Waste-to-Energy	A-4
Summary Data on the 15 Surveyed Plants Visited by Battelle
  for the U.S. EPA Project on Waste-to-Energy	A-6
Minor Visits (15) - Date, Location, Manufacture, Reasons
  and, Comments Related to Battelle's Brief Visit to 15
  Other Waste-to-Energy Facilities 	  A-7
Description of 19 Offices Visited by Battelle While on Tour
  of European Waste-to-Energy Facilities 	  A-8
Collection Areas, Radius, Jurisdictions and Population . . .  A-9
Separable Waste Streams Identifiable Within the Grates of
  Refuse-Fired Energy Plants 	  A-11
Composition of Municipal Solid Waste in Switzerland, USA,
  and Britain	A-17
Refuse Lower Heating Values: Assumption for Plant Design and
  Actual	A-20
Energy Values of Selected Refuse Components (Dry)	A-21
European Average Refuse Generation and Burning Rates Per
  Person (1976-1977 Period)	A-22
Three Steps of Energy Form and Use at Visited European
  Plants	A-24
Key Energy Functions of 15 Visited Systems 	  A-25
Internal Uses and Losses of Refuse Derived Energy	A-26
Attractiveness of District Heating as a Function of Density
  of Energy Use(a)	A-29
Favorable Demand Aspects of District Heating and Cooling
  Systems in the U.S.A	A-30
Summary of Capital Investment	A-37
Summary of Capital Investment (Continued)	A-38
Exchange Rates for Six European Countries, (National Monetary
  Unit Per U.S. Dollar) 1948 to February, 1978(a)	A-41
Summary of Expenses for 15 European Refuse to
  Energy Systems	,	A-43
Summary of Revenues from 15 European Refuse to Energy
  Plants (U.S. 1976 $ Per Ton)	,	A-47
Gross Summary of Revenue From European Refuse-Fired Energy
  Plants	  A-48
Refuse Pit Storage Volume, Dimensions and Capacities ....  A-55
  Plants	  A-47
Design Pressure of Primary Air System at Plants
  Visited	  A-59
Grate Bar Replacement	A-60
Grate Dimensions	.,	  A-61
Grate Burning Rates	A-62
Refuse Burning Manufacturing and Representatives .......  A-65
                                       XI1

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                          LIST OF TABLES (Continued)
Table A-26.  Summary of Ash Handling and Recovery Methods 	  A-67
Table A-27.  Secondary Air Systems	A-72
Table A-28.  Data Regarding Cleaning of Heat-Transfer Surfaces in
               Visited Refuse-Fired Steam and Hot-Water Generators. .  .  A-76
Table A-29.  Methods Used to Clean Tubes and Walls of European Refuse-
               Fired Energy Plants	A-77
Table A-30.  Boiler Furnace Design Conditions 	  A-79
Table A-31.  Boiler Release Rates 	  A-80
Table A-32. 'Comparison of Energy Recovery	A-81
Table A-33.  Use of Supplementary Fuels at 16 European Refuse Fired
               Energy Plants	A-82
Table A-34.  Systems for Co-Disposal of Refuse and Sewage Sludge
               Location, Manufacturer, Volume, and Process	A-84
Table A-35.  Characteristics of Electrostatic Precipitators 	  A-85
Table A-36.  Measured Gaseous Emission Rates at European RFSG 	  A-86
Table A-37.  Emission Limits, mg/Nm3	A-89
Table B-1.   Summary of World-Wide Inventory Waste-to-Energy Systems
               (1986-1983)	B-2
Table B-2.   Pounds of Municipal Waste Converted to Energy Per Person
               Per Day by Country Capacity when Plants were Surveyed in
               1977	B-iJ
Table B-3-   U.S.A. Waste-to-Energy Systems Operating (Tonnes/Day). .  .  B-6
Table B-^.   The World's Uses of Energy Produced by Municipal* Waste-
               to-Energy Commercially Operating or Large Demonstration
               Systems	B-7
Table B-5.   Number of Furnaces by Capacity and Country (Currently
               Operating and Planned Expansion to 1982) 	  B-10
Table B-6.   Battelle Inventory of Worldwide Waste-to-Energy Systems.  .  B-11
                                    Xlll

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                               LIST OF FIGURES
Figure A-l.    Annual Average Lower Heating Vaules for Berne, Stockholm,
                 Frankfurt, The Hague and Duesseldorf and Range of Value
                 for Other Cities	A-19
Figure A-2.    Connected and Specific Capacities in Europe	A-27
Figure A-3.    Steam Distribution and Return Condensate Pipes at
                 Werdenberg	A-31
Figure A-4.    Steam Distribution and Return Condensate Pipes at Paris. .  A-31
Figure A-5.    Hot Water Pipes at Werdenberg	A-31
Figure A-6.    Hot Water Pipes at Uppsala	A-31
Figure A-7.    Total Energy Plan Built up in Five Stages. ........  A-33
Figure A-8.    Heat Load Duration Curve and Load-Split.  Heat Only Package
                 Boilers Used (1) for Peaking, (2) When There is not Enough
                 Refuse Supply or (3) When Energy Demand is too Low .  . .  A-34
Figure A-9.    Heat Produced by Each Unit for the Optimum Case in the
                 Long Range Plan for District Heating Supply in the
                 Stockholm Area Using Oil, Refuse and Nuclear Power .  . .  A-35
Figure A-10.   Capital Cost Per Daily Ton Capacity 	   A-40
Figure A-ll.   Total Annual Expenses Versus Annual Tonnage 	   A-44
Figure A-12.   Net Disposal Cost or Tipping Fee at 13 European Refuse
                 Fired Energy Plants	   A-49
Figure A-13.   Basic Types of Grates for Mass Burning of Refuse	   A-64
Figure A-14.   Dacha Type Superheater and Boiler Convection Arrangement
                 for Proposed Stapelfeld Plant at Hamburg	   A-74
Figure B-l.    Pounds of Waste Processed in Refuse-Fired Energy Generators
                 Per Capita Per Day in Selected Countries ... 	  B-5
                                   xiv

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                                   A-l

                            EXECUTIVE SUMMARY

                     Development of the Refuse Fired

                       Energy Generator Technology

          Producing and utilizing energy from refuse combustion goes
back many years.  One early account is the 1896 refuse to electricity
and industrial steam plant in Hamburg, Germany located on Rohrstrasse.
There were other turn of the century refuse to energy plants located at
Paris and Zurich.
          But the Europeans were not the only people active in this field.
There were in New York City several refuse fired steam generators as record-
ed in a Saturday Evening Post article.*

          "In 1902 the simple destruction of this material was begun at an
incinerator located at Forty-seventh Street and the North River.  This
simple destruction is satisfactory from both a financial and a sanitary
point of view.  Very soon an attempt was made to utilize the heat derived
from this combustion for purposes of steaming, and, in 1903, a small elec-
trical plant was installed for the lighting of one of the stables of the
deportment and of the docks and piers in that vicinity.
          In 1905, the idea of economically using rubbish wastes to light
municipal structures and buildings, being beyond the experimental stage,
a plant was constructed beneath the Williamsburg Bridge, (on Delancey Street)
where daily 1050 cubic yards of light refuse are destroyed.  During the night,
the heat is used to generate electricity to light The Williamsburg Bridge ...
The material handled at the Delancey Street plant is about one-fifth of the
total output of the boroughs of Manhattan and the Bronx."
* The Waste of a Great City:  The New Alchemy That Transmutes Refuse Into
  Heat, Light, Power and Property; The Saturday Evening Post; December 15,
  1906.

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                                    A-2
         The  above  points out one fact.  The  first  systems  were
sophisticated  enough to produce electricity.  They were not  just  simple hot
air generators.  The  early units were refractory walled and thus  the steam
quality  (temperature and pressure) was limited.
         During  the  period from  1910 through  19^5,  there were many
improvements to the overall  systems and to  the  art of boiler  making.  Also,
during  this time there was increasing concern about the wastefulness of
using  valuable land for unsightly landfills.  There was also  an  occasional
increase in  concern  about landfill leachate effects  on ground  water
contamination.
         Then  in  the  late  19^0's and 1950's, vendors (primarily  Von Roll in
Zurich)  began  to develop ways to  take  more  energy out  of the  combustion
gases.  This effort was spearheaded by Mr.  R. Tanner formerly of  Von Roll.
Some consider  him one  of the originator's of  the modern-day water-tube wall
refuse  incinerator/boiler. Basically he  applied to refuse combustion what
he and others  had learned about coal combustion in water-tube wall  units.
As  explained  later  in  the  Boiler Section,  the  "water-tube  wall
furnace/boiler" has the refuse combustion section surrounded by vertical or
sloping  steel tubes  in parallel which absorb the heat and thus generate a
major  fraction of the  total  steam produced.  This  increases efficiency and
allows a much  higher quality steam to be produced.
         By  1965,  European  and Japanese citizens  and government officials
were  becoming concerned about the  long-term effects of landfills. These
concerns led many cities to  choose  refuse  burning. They  were, and  still
are,  willing  to pay a premium price for refuse burning over landfilling. In
many  cases  the refuse burning option is  two,  three  or  four times  as
expensive as landfilling.
         The Japanese, since 1965,  have  become increasingly conscious of
what is  put  into close-in fishing waters off  the Japanese coast.  Their diet
depends  so  heavily on saltwater fish. High concentrations of heavy metals
and organics  were  found in coastal waters.  Industry, municipal sewage
plants and landfills were blamed for these  concentrations.
         In  addition to landfills  on  normal  land, the Japanese have long
reclaimed the sea with trash. In  1974 one  of the authors spent an  afternoon
observing the  180 acre "Dream Island"  in the Tokyo Bay.  Pilings  had been
driven  and  household refuse and construction debris were then dumped in.
Now after many years,  the waste has settled  and several buildings have been


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                                 A-3
constructed,  including the attractive 1800 ton per  day Koto incinerator
built by  Takuma. However,  sea filling with household  refuse is no  longer
permitted  in  the  sea. Instead  Japan has become the  world's most active
builder of  refuse fired steam generators—primarily  due to their fear  of
landfill  or seafill leachate effects.
         Prompted by concern  for leachate and  the  scarcity of land,  many
European  countries and cities had refuse burning construction programs  from
1960 to  1973.  Actually by  the  time that the Arab Oil Embargo occurred  in
1973,  some of  the  countries  were  nearly saturated with  refuse burning
plants.  The effect of doubling or quadrupling of energy' prices was not very
noticeable  on new orders.
         These authors have concluded that energy considerations have never
been, and are not now, the driving force leading  to  construction of  most
refuse energy  systems. Cities  build refuse fired energy systems because
they fear  the  long-term effects of landfill leachate,  they perceive  a
shortage of land  and officials are frustrated  by  the unpleasantries  of
locating  landfill sites every several years. Imported oil prices would  have
to rise  dramatically before  the basic motivation for resource recovery
changes from concerns about landfilling to concerns about energy.
         The next force on the development was pressure  to clean the
atmosphere. It  is hard to know exactly when this  pressure  began building,
but  it was well noticed during the  1960's. Air pollution control equipment
was needed  to capture most of the flyash released by incineration. Such air
cleaning equipment would  deteriorate  rapidly if the very hot flue gases
from incineration were passed through  them. Thus  the  flue  gases had to  be
cooled.
         Three methods could  be used for cooling:  (1) water spray, (2)
massive air dilution and (3) heat recovery boiler. There were communities
with refuse but not a sufficiently concentrated energy  demand to  make
energy  production realistic.  Hence many systems were built with only  a
spray  cooling  chamber ahead  of the:   (1) baghouse,  (2) scrubber,  or (3)
electrostatic precipitator.  Unfortunately the moisture inherent in  such
water  spray systems would remain  in the ductwork  and the air cleaning
device  when the  unit was shut down. This often caused excessive "dew point"
corrosion. Air  dilution devices are  not usually favored because of the  need
for vary  large  and expensive air cleaning equipment. For these reasons the
heat recovery  boiler has become the  predominant method  used for cooling the
gases in  European refuse-burning plants.

                   Description of Communities Visited

         As previously explained in the Scope  section,  this report  is
devoted  to both (1) the refractory wall furnace with waste heat boiler
often producing  hot water for district heating and (2)  the  water tube  wall
integrated furnace/boiler  normally producing steam  for electrical
production, industrial uses and steam or hot water for district heating.

Locations Visited

         In total,  30 refuse fired enerjcv plants were visited. Of these,  15
were examined  in  detail (See  Table A-la).  These 15  are described in
separately bound  trip reports  available from the U.S. National Technical

-------
                                                                                 A-4
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                                     A-5
Information Service  (N.T.I.S.).  Key energy  information is shown in Table A-
l.b.   The other  15 plants are listed with identifying features in Table A- 2,
Comments about these systems are interspersed  throughout the report.   A third
source of information was the visits to 5 Federal environmental protection
agencies.  These agencies are listed in Table  A-4 along with other local gov-
ernment, manufacturer and consultant offices.

         We wish to  express our deepest appreciation to our hosts, men of
expertise in converting  refuse to energy,  for their generous and  skilled
assistance.
         Background  information about the  communities visited is necessary
for  better understanding  of historical  solid waste practices,  system
development, energy  utilization, system performance, etc.
         Each community is described in terms of its  waste generation
areas,  terrain,  natural and  manmade  boundaries, relationship  among
neighboring communities,  population,  and key employment  activities  that
influence waste  composition.

Collection Areas and  Jurisdictions

         The collection areas and  radii are shown in Table A-4. Note that
Werdenberg-Liechtenstein has the greatest area and longest radius. Yet  this
plant  has  the smallest  capacity  at  120  tonnes  (132  tons) per  day.
Conversely the  largest  capacity plant, Paris:Issy,  has  the  smallest
collection area  and  radius.
         Numbers of  separate jurisdictions  associated with each plant are
also shown in the table. A point to be observed is that, in  most of  these
systems,  it is necessary to obtain waste from many jurisdictions  to
maintain or improve  economics of scale,  once the plant  has been built.
Later,  in the Economics section, we will argue that (with the exception of
very small plants) there are very few economics of scale taken advantage  of
in the designs of refuse fired steam generators.

Terrain, Natural and Manmade Boundaries, Neighborhoods

         The sampling  of plants covers the many geographical conditions to
be found in Europe.

Population

         The most relevant  population figure for plant designers is  that for
the waste shed area  served.  As shown in this  same Table A-4,  the waste shed
population numbers range  from 48,000 in Dieppe to 837,286 in Duesseldorf and
even greater at  Paris.   Population, waste generation rates, collection area
are all related  to system economics.  At the low end, the plant must be big
enough  to achieve some degree of efficiency to pay for fixed costs.  However
at the  high end, costs of transporting refuse  limit  the maximum population
served  in a waste shed.
                            Separable Waste Streams

         This report  is concerned not only with the burning  of refuse, but
also with the handling  of all waste  materials within  the same  facility.
Many of the observed facilities include three or more separate waste-stream

-------
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                                    A-10
systems.  Table  A-b summarizes waste streams associated with each facility
that are  treated independently  from the main refuse  burning waste stream.
         There are usually multiple and separate  waste streams flowing into
the same  property. Perhaps due  to socialism or age of  the  community,  there
is a greater  sense of environmental planning and  physical integration among
system  modules. There are many  examples of synergistic benefits experienced
by combining  not  only environmental  modules (refuse burning, waste-water
treatment,  animal rendering,  etc.)  but  also the  energy modules (district
heating,  electricity generation, etc.) within the same facility. Each waste
stream  category is summarized below.

Household,  Commercial and Light Industrial Refuse
(i.e. the Main Waste Stream)

         The  focus of the project is to examine  in detail the treatment  of
the household,  commercial, and light  industrial waste stream.  All  15
facilities process this type of mixed waste stream. Refuse collection,
transfer  stations, and physical and chemical composition  are discussed  in
detail.

Bulky and Large Industrial Wastes

         Eight of the 15 facilities  have shears to  reduce bulky and large
industrial waste  to 1 meter  (3 feet)  or less.   Only Duesseldorf has a
shredder;  it is seldom used.
         The  large hoppers  and furnaces in plants  built  by Martin will
accept  bulky waste of reasonable size.  None of the Martin  plants visited
had  shears or  shredders. However,  at each  Martin  plant, there-was
encouragement for acceptance of only  household,  commercial,  and light
industrial waste.  The few  large pieces are broken in the pit by a falling
grab bucket.
         At Copenhagen:  Amager the  bulky waste is  taken  to the crusher
transfer  station  adjoining the refuse-burning  plant. Reasonably sized
construction  debris and other noncombustible material is packed directly
into transfer  trailers.  These noncombustible loads are  then taken to a
landfill. However,  bulky combustible materials  first  pass through a
shredder  before being compacted into a trailer. The combustible loads are
then taken a short distance  to  the refuse-burning  plant.

Wastewater and Sewage Sludge

         Five  of the facilities have wastewater treatment plants coterminous
with the  refuse  burning plant. Sanitary services  in Europe are often
centralized and well coordinated. In four of the  15 plants, the energy value
in refuse is utilized to drive  off moisture in the sludge.  Three of these
plants then burn  the dried sludge.  In total, the Battelle staff visited 7
such co-disposal systems.

Source  Separation

         Source  separation  is practiced sporadically in Europe as it is in
the U.S.  Its success varies  depending on markets,  transportation distance,

-------
                                                  A-11
TABLE  A-5.
                          SEPARABLE WASTE STREAMS  IDENTIFIABLE  WITHIN  THE GATES OF  REFUSE -FIRED
                          ENERGY  PLANTS

                                                               l      j              ij
                                               / J/ 4/ 5/ J/  -/ -/ »/ -/  c-/ ff/  «/*/ J/ c?/ d
Hou"5«huid, Comr.ercial i Light  Industrial
                                 15
                                                                                              X   X
Salkv '• Large Industrial
                                                 XXXX
'..'asta '^f.a
                                                 X   X
                                                 X   X
i.x.irji! and Front-End Separation
       i Cardboard
  'ron, 3t*sl, i VTniee Goods
        la Motors
C3M '-rant. Cass Oil
'..dies Oil EauiSions
Oil Slu4s*s
'.'ai:n Solvents '
3 X
3 X
2
Z
X
X
X
X
X
X
X
X
                                                                                          XX
 Hazardous Wastes

 j=-::rose Sludge
                                                                                          X   X
                                                                                   XX
 Construction Dabris

 u ±~-a lit ion Dabris
                                                                                          XX
 Jur.k Cars

-------
                                   A-12
price,  and conservation  attitudes. Two source  separation programs  were
observed in Denmark.
         Near Copenhagen:West,  several recycling  centers are located  at
shopping centers.  In addition,  one of the recycling  centers is located  at
the  entrance to the West  plant.  Homeowners and businessmen who appreciate
"the need for recycling can drive  their own vehicles  to  the refuse burning
plant and  can then  place  t.heir  discarded items  into any of several
containers.
         We were  told that these and other source separation programs remove
no more  than 10 to 15  percent  of  the  potential  heat  value  from the
waste-to-energy  system.
         Zurich has just  started three voluntary  recycling centers for
glass, cans, and waste paper.  The city has had seven  centers for collection
of used  crankcase oil. Garages and private individuals bring their waste oil
to the centers.  However, no money changes hands.
         At Baden-Brugg,  about  35 percent of  the  waste glass generated  is
recycled through a residential  pickup system using special containers.
         Around  Werdenberg-Liechtenstein,  there are some  shopping
center-type  recycling centers  where people can  bring  newspapers, bottles,
and  cans.  Color-sorted glass can be sold for 60 S.Fr per  tonne ($26.40 per
ton) while  noncolor sorted glass  can  be sold at  40 S.Fr.  per tonne ($17.60
per ton) (at the 1977 rate of  2.27  S.Fr./$).

Front-End Separation

         The most  elaborate front-end separation system observed during the
30 visits was at The Hague. Private haulers often bring  in a combination
load  on  flat bed  or dump trucks.  The white goods are unloaded and then the
other bulky  combustibles are put  into the pit provided  to  private haulers.
A workman  then attempts to remove the copper-rich motors.  Rubber tires are
stacked. Then the shovel loader crumples and  smashes the  stove or
refrigerator for better storage and handling.
         The only shredder observed among all  of  the  15  plants  was at
Duesseldorf. The  Hazemag shredder was down on both  of Battelle's visits in
1976 and 1977- However, because ferrous metal  is  not  even separated,  this
can  not really  be  classified as  a front-end  separation system.  This
shredder suffered  a major explosion in 1975.
         At  Uppsala, there  is  a single bin  for ferrous  materials  in  a
corner of the tipping floor.
         The only  real  "American type front-end pre-incineration system"
operating daily  on a full scale is  at Birmingham, England.  It was inspired
by U.S.  SPA's demonstration  project in St.'Louis, Missouri. Battelle staff
did not visit this  Imperial Metal Industries (IMI) facility.

Waste Oils  and Solvents

         Waste  crankcase  oil, oil emulsions, oil sludges,  and solvents are
processed at two of the facilities. At Baden-Brugg, the  oils are carefully
processed  in a decanting  facility.  Nearby at ZurichrHagenholz, waste oils
are decanted and then mixed with  more volatile solvents.

-------
                                A-13
Industrial Chemicals and Hazardous Wastes

        There is a distinct difference  in attitude  in Europe compared to
that in the  U.S.  with regard to the  public  sector's responsibility in
i.und'.ing hazardous waste. One-third of the 15 facilities  have on the same
or neighboring  properties  a capability to handle  industrial chemical or
hazardous wastes. At Baden-Brugg, a neighboring  closed compost plant has
been    leased  by  a private company  (Daester-Fairtec A.G.) and has been
converted into an inorganic heavy metals hazardous waste processing center.
This plant has  several  independent processing  lines using ion exchange,
evaporation,  activated  carbon,  filtering,  decontamination,  and
neutralization.
        The  ZurichiHagenholz plant receives hazardous wastes from local
industry and  transfers it  to the appropriate hazardous  waste treatment
centers. Some  goes to Baden-Brugg and  some will  go  to the elaborate  Geneva
County  facility being built at les Chenneviers.
        In Uppsala, Sweden, the local pharmaceutical company produces a
dextrose sludge. This material is fed  to a special hazardous  waste
incinerator  adjoining the  refuse-burning plant. Off-gases are sent  to the
hot-air-mixing  chamber  just after the refuse  burner for  hydrocarbon
destruction.
        Denmark now carefully controls all  hazardous  wastes.  All
industrial generators are  required to take their  waste  to an approved
hazardous waste receiving station. When enough waste  has been collected, it
is transported, usually by rail to Nyborg, Denmark for ultimate processing.
Hazardous  waste  collection  centers  were observed  at  Horsens  and
Copenhagen:Amager.

Animal  Waste

        Animal waste is received at four facilities.  A trip highlight was
to see the new  rendering  plant at ZurichrHagenholz. Animal carcasses,
butcher shop trimmings, etc. are rendered into flesh  meal, animal feed, and
soap. This new  plant was  purposely located next to  the  refuse burning
plant. The rendering plant's ventilation system was carefully designed to
collect odoriferous room  air from the plant. The  air is sent from  the
rendering plant  to the  refuse  burning plant where  it  is injected directly
into the refuse  furnace as  high pressure secondary  air.   This is  one
example where the refuse fired steam generator serves  as an afterburner.

Street  Sweepings

        The  only  facility  observed to  handle  street sweepings as a
separately controlled waste is at The Hague. That  was  only  for weighing at
a common scale, before landfilling.

Construction, Demolition Debris,  and Ash

        Construction and  demolition  debris  is  not put  into the refuse
burners to any  extent.  Ash,  however,  was a key component  of municipal
refuse entering  the incinerator plants until about  20-30 years ago when
homeowners switched  to oil and gas fuels.  The lack of this  inert ash  has

-------
                                A-14


allowed the average  heating values of refuse to rise.  High temperature
corrosion in established furnaces was the result in many furnaces.
        Construction debris is brought to The  Hague facility and placed
directly into a detachable container for transport  to  a landfill.
        The  Horsens plant  is located on top  of  the  old landfill and
adjoining the still active landfill jutting out  into  the sea. Thus, the
total  facility  consumes  locally generated construction and demolition
debris  and ash.
        Construction debris  in  southeast  Copenhagen is taken to the
transfer station  located 100 meters  from the Copenhagen:Amager refuse
burning plant.  It is then  trucked away to Uggelose landfill northwest  of
Copenhagen or to an Amager Island seafill reclamation  site.

Junk Automobiles

        Some  of the  Horsens community-owned land  adjacent to the plant has
been leased to a car and truck junk  dealer which  is  located adjoning the
refuse  burning plant.

                  Refuse  Collection and Transfer Stations

        The  European pattern of collection  and transfer has many
similarities  to that of  North America. Generally speaking, there is more
collection by the public sector, occasional  labor representation  in
management functions,  and  occasional computerized systems for physical
control and fiscal billing. The homeowner cost assessment methods are quite
varied.

Household Containers

        There  is  a  clear  trend  away  from  the open  top metal refuse
container in favor of  rubber, plastic or paper  containers.  An integrated
program of collection truck purchase along with purchase of standardized
rubber  or plastic containers was observed several times  in Central Europe.
Several  other  systems  used standard sized  paper sacks  that could  be
collected by a flat bed truck rather than by  a more expensive compactor
truck. Other  systems use polyethelene sacks.  Most  high  quality  steam
production facilities  discourage PVC container  sacks  due  to  the corrosive
effects of the chlorides formed in combustion.

Collecting Organization

        Generally speaking,  there  is  more  public  and less private
collection in Europe.  However, as in the U.S., this varies widely from city
to city.
        Many  European  public  collecting  organizations  permit
representatives  from labor to participate in management  functions. This,  in
part,  has contributed to  the success of  two industrial  engineered collector
control and payment incentive systems at Hamburg and Copenhagen:Amager.

-------
                                 A-15


  Collection Coses.

         Worldwide, collection costs are 70 to 90 percent  of  the total cost
of both collection and disposal. At most facilities,  only the  total  is
accurately known because that is  the amount billed to citizens and thus the
better known figure. Costs range from $25 to $90 per year per household  as
a solid waste management charge to the citizens.

Assessment Methods

         The  methods for  assessing collection  (and disposal) costs vary
widely. Some systems serve so many cities that  a  clear assessment pattern
was not  available. The Hamburg  and Wuppertal  plants  obtain revenue from
household rental of standardized rubber containers. At Horsens, paper  sacks
are purchased  by homeowners. Paris assesses solid waste  costs in proportion
to real estate  taxes. Dieppe, however,  assesses  in proportion to metered
water  service.  Probably  the  most accurate assessment comes  from
Renholdnings  Selskabet (Society for  Waste Collection)  in Copenhagen.
Charges are set based on container volume, steps walked,  and stairs climbed.

Vehicles

         European vehicles, generally,  have similar features, options and
size ranges as  in the U.S.  However, due to smaller and winding streets,  the
average vehicle  size is  smaller.  Paris uses a few electric trucks.
Gothenburg uses cylindrical-bodied transfer trailers not  seen  in America.

Collecting Times

         Trucks make one  to four trips per day depending on geography,
average haul distance, and labor agreements. Official hours are often  8 per
day.  However,  many actually work only  5,6 or  7 hours per  day. In Paris,
workers collect refuse for about 4 hours  and then sweep city streets for
another 4 hours.
         Most  workers collect 5 days per week.  Some private haulers collect
5 1/2 days. Paris provides 7 day per week pickup of restaurant garbage.
         Homeowners have their refuse picked up once or twice  per week.

Homeowner Deliveries to Refuse Burning Plant

         Many  plants place  detachable containers near  the entrance to the
facility so that cars, trailers, pick up  trucks,  etc, can unload without
interrupting  larger vehicle deliveries.  In several countries, citizens are
prohibited from direct dumping into pits.

Industrial and  Bulky Waste Collection
Activity Affecting Resource Recovery

         Some  refuse burning facilities will take only  household refuse.
Refuse  burning and energy  production  is  greatly  simplified  if  high
calorie-containing industrial and  bulky waste is excluded.
         Some  plants accept  such waste  because incineration is the
desired  disposal alternative and/or because the energy network needs the
energy from this waste. Then, the  plant manager and staff may have to put

-------
                                   A-16
forth the  extra effort.  Care must be exerted to not overheat
the unit  if not originally designed for the "hotter"  industrial waste.

Transfer  Stations

         Transfer  stations are  increasingly  popular in Europe  as  (1)
economies of scale require more waste  to be consumed at one location  and
(2) there is a desire to reduce highway travel time and collection costs.
         In Paris, the Romainville incinerator was converted to a transfer
station.  Refuse is transferred to Issy for combustion.
         At Gothenburg,  five transfer stations  compact and 30 trailers
bring refuse to the Savenas refuse fired steam generator.
         Copenhagen:Amager's concept is quite  different. The  transfer
station  is located next  to  the refuse burner.  Both are  located near the
populated downtown. Bulky  combustibles are shredded and transferred  330
meters (100 yards) to  the refuse burner. Noncombustible waste is simply
transferred to a distant landfill or seafilled.
         There  are plans  at  Uppsala to put a transfer station in a distant
city so  that more energy-containing waste can be gathered and converted to
needed district heating hot water at Uppsala.
         A  transfer station in Horsens is one of 20 that collect industrial
and hazardous waste for transport to Nyborg, Denmark. The Danes are leaders
in regional government hazardous waste collection and controlled disposal.
         Because European furnace grates are  not  designed for shredded
material,  there is only  a moderate  amount of shredding  at a  transfer
station  prior  to landfill.  In 1977,  there were no continental European
transfer  stations preparing  shredded RDF for  100  percent RDF firing or
co-firing,  i.e. only mass burning is practiced.

                       Composition of Refuse

Physical  Composition of Refuse

         Refuse composition  varies  from place  to  place and from time to
time. Some  typical refuse compositions are presented  in Table A-6.

Moisture  Content

         In one analysis, the moisture percent ranged from  a low average of
22.5 percent to a high average of 32.5 percent.  The  average among  six  (6)
facilities  was 27.1 percent.

                      Heating Value of Refuse

Definitions and Calculations

         Heating values are  expressed in either of  two manners:  (1) Lower
Heating  Value  (LHV),  and (2)  Higher  Heating  Value  (HHV).  This  has
occasionally  lead to confusion even though the difference is only about 7  to  15
percent.  The Europeans have the practice of using Lower Heating Value  (LHV)
versus   the U.S.  practice  of using Higher Heating Value  (HHV).  The
difference  arises from the heat of  condensation  of  the hydrogen-produced

-------
                               A-17
TABLE A-6.  COMPOSITION OF MUNICIPAL SOLID WASTE IN SWITZERLAND,
            USA, AND BRITAIN

Composition
by Weight Percent (%)
(Location and
Switzerland U.S.
Constituants Source:
Food waste
Textiles
Paper
Plastics
Leather and rubber
Wood
G^
Ferrous and nonferrous
metals
Street sweepings and
garden waste
Stones, dust, and other
debris
1 2
20 12
4 2.5
36 30
4 7
2
4 6
8 5
6 7

6

10 33.5

3
14.5
3.0
33.5
2
-
2.5
8.5
5

-

31

1
6
3
40
4
2
2
17
9

5

12

Source)
.A. Britain
4
14
-
55
1
-
4
9
9

5

3

5 6
26 13
2 2.5
37 51.5
1.5 1.0
-
-
8 6.5
8.5 6.5

2 3

15 16


Sources: 1. National averages as
Hagenholz)
2. Municipal solid waste
3. Municipal solid waste
4 . Unknown
5. London (1972)
published

of Geneva
of Zurich


by EAWAG

(1972)
(1971)


(used


for planning


(1963/1964)








   6.  Birmingham  (1972)

-------
                                 A-18


water in the  flue gas.

General Comments on Refuse Heating Values

         Figure A-1 shows  how the lower heating values  have risen over the
years in various European Cities.  Generally speaking,  most of the visited
plants  have  current values between those of Duesseldorf  on  the low side and
Stockholm on  the high side.
         Table A-7 presents  LHV's as reported  for most  of the 15 visited
plants. In several instances the actual LHV has been higher than that  used
in the  plant design. Energy values for refuse components are shown in Table
A-8.
         In some cases  the difference between the design  and actual values
can be traced to the amount and type of industrial waste  now being sent  to
the system as opposed to that originally anticipated.
         Recently the lower heating value averages have ranged from 1600  to
2800  Kcal/Kg (2,850 to  5,000 Btu/pound). Simply adding 11 percent  will
result  in rough estimates of higher heating values of  1,776   to  3,108
Kcal/Kg (3,197  to  5,594 Btu/pound). Thus today, European refuse contains
almost as much energy as does American waste.
                                       During the past  25  years, there has
been a dramatic increase  in  the refuse heating values in virtually all
European communities. This  was  caused by three factors.  First, Households
formerly disposing large  volumes of inert furnace ash no lonnger do  so
because so many furnaces  were  converted to oil or gas.  Also, newly built
homes normally have oil or gas furnaces.  Second,  the  dry  and combustible
wastes  that  formerly were burned at home in furnaces and stoves are now
discarded for the trashman.  Third,  many housewives that  formerly walked  to
the  store around the corner with a knit sack to carry  unpackaged groceries,
now drive  to the store where packaged (paper  and plastic) groceries are
loaded into paper sacks.  Similarly other consumer goods  are now packaged.

              Refuse Generation and Burning Rates Per Person

         Refuse  generation  rates are not  always equivalent to  refuse
burning rates. There occasionally is the tendency to  confuse these rates
for  several  reasons. Sometimes  people will report a generation rate that
includes construction waste,  demolition debris,  power  plant ash,  sewage
sludge,  waste oils and  solvents,  pathological waste, etc. The above items
are normally  not permitted into the refuse pit and are  hence excluded  from
any  calculation of the  per  capita refuse burning rate. Household bulky
waste is sometimes accepted into the pit depending on the particular system.
         Readers of this  report are presumably interested primarily  in
"solid combustible waste  loads" that are "combusted  to produce energy".
Thus Table  A-9 was  constructed to show  reported  tonnages of  only
combustible loads of refuse, (household, commercial and  light industrial)
that are combusted at  the visited refuse fired energy facilities. The
figures have  been divided by the generation population  as accurately as  is
possible.

-------
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-------
                          A-21
        TABLE A-£.    ENERGY VALUES OF SELECTED
                     REFUSE COMPONENTS  (DRY)
                                             kcal/kg
Average waste

Constituents (in relation to the
  dried products)

  paper

  plastic, leather, rubber

  food waste

  textiles

  wood

Forest and wood industry residues

Agriculture and food industry waste

Tires

Bituminous coal

Gasoline

Methanol
1600 - 3400
4160 - 4460

5600 - 6450

   4775

   4500

   4820

   4090

   2780

   8230

5600 - 8100

   11400

   5420
Source:  Various sources.

-------
                                A-2 2
    TABLE A-9.  EUROPEAN" AVERAGE REFUSE GENERATION AND BURNING
               RATES PER PERSON (1976-1977 PERIOD)


Low
Average
High

Low
Average
High

Low
Average
High

Low
Average
High
Household and
Light Commercial

275
318
350

605
700
770

0.75
O.S1
0.96

1.66
1.92
2.11
Other Commercial
and Light
Industrial
kg/ person/ vear
25
45
100
pounds /person/year
55
100
220
kg/person/day
0.07
0.12
0.27
, , , , (a)
pounds /per son/ day
0.15
0.27
0.60
Total
Combustible
Loads Co)

300
363
450

660
800
990

0.82
1.00
1.23

1.80
2.20
2.71
 (a) Calculated at 365 days/year even though some systems
    operate only 5, 5-1/2, or 6 days per week.

(b) Full weight of  contents in a vehicle where contents are
    destined for combustion.
Source:  Battelle estimates.

-------
                                   A-23
         We  believe that the best  estimate for combustible household refuse
plus light commercial waste is 318  kg per person per year  (700 Ib/pers/yr).
The range from this estimate varies by country,  by population density,  and
by availability of alternative disposal means.
         However, the range of volume for  burning other commercial  and
light  industrial waste is  more dramatic. The  amount of  light industrial
waste varies  extensively depending on:  (1) local industrial composition,
(2) whether  the facility has  a shear,  (3) opening  of the feed chute,  and
(4) policy  of the operator. In this waste category, the  rate can vary from
25 to  100 kg per person per year. It is really more  meaningful to emphasize
the range than to concentrate on an average. But  if one assumes a 45 kg  per
person per  year  average, the total household,  commercial and light
industrial waste generation rate becomes:
         •   363 kg per person per  year (or)
         •   800 pounds per person  per year (or)
         •   1.00 kg per person per day (or)
         •   2.2 pounds per person  per day.

                         Total Operating System

         Many  plants provided a great amount of data in large comprehensive
tables.  Such data provide the opportunity to  analyze the  plant as  a  total
operating system. Interrelationships and ratios  can have more meaning if
the data can  be  viewed  together.  Data  are included on thermal  and
combustion  efficiency, volume reduction, shut-downs, operating time, amount
of waste  received, cooling  water, steaming  rate,  steam production,  air
pressure, availability, etc.  Data are presented without extensive analysis.

                             Energy Utilization

         Because the  typical European resource recovery plant has such a
complicated  energy use pattern, it  was necessary to  categorize information
into  first, second and third step energy forms  and uses as shown in Table
A-10.
         In  the first step, the energy in flue gas can be used directly to
dry sewage sludge or produce hot  water or steam in a boiler. There is a
geographic  split with steam being produced  in central and southern Europe,
while  hot water is often produced in Scandinavia. Central Europeans  claim
that  steam  is  more useful while the Scandinavians make calculations to show
that hot  water  is more efficient.
         We  have wondered whether the geographic difference is an accident
of corporation  location. The four  steam related water-tube wall  vendors
(Von  Roll,  Widrner & Ernst,  Martin and VKW) happen  to be  located in Central
Europe.  Both  Volund and  Bruun and  Sorensen, the  continent's  leading
refractory  wall  furnace, hot water  generator vendors are in Denmark.  The
water-tube wall furnace/boilers can economically produce  high temperature
steam.  Producing hot water in such a water  tube wall  furnace might be
considered  a  waste of capital investment money.  The  refractory wall
furnaces are  generally less  expensive and would have technical difficulties
raising  steam  temperature to  much above 333C  (632F).
         So  the question  arises,  "Do the Danes purchase refuse fired  hot
water systems (1) because   Volund  and  Bruun and  Sorensen are there

-------
                                                    A-2 4
              TABLE  A-10. THREE  STEPS  OF  ENERGY FORM AND USE AT VISITED  EUROPEAN PLANTS
                                                           ' £  l03l3''S'7:'"5i  =
                                                           j(T>  JM  S  _=   -1   ^   ^
                                                           3»  i c3  i yi  "^3   ~i  r—  ~
                                                           ro  13  ; us  o   'i   '-a   3
                                                              '3  ! r-  —  O.
                                                              I-I  I O.  21
                                                              1C  i 3   —
                                                              TO  ! ^  i
                                                                             73
                                                                                        ,- , 0  -3  ' O '  3 '  O  O
                                                                                        O ' ^  -3  -1  —   "3  H
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                                                                                        '0  3 ! 1-  3   3-1  —
                                                                                                       ?5
                      First  Step
                                                                           Energy Form And Use
Flue Gas to Dry Sewage Sludge
Flue Gas to Heat Hot Water in Boiler
Flue Gas to Heat Steam in Eoiler
Intake of Exhaust Air from Other Process for Distruction
i
(
i
x ix
X X ^ , ,
\ x x x, 3
xxxxxxx;:,xx 12
' ' 2 i
x x x , x" x 1 5
                     Second Step
                                                                           Energy Fonn Arid Use
Hot Water for Specific  Industrial Uses
Hot Water for Internal  Uses
Hot Hater to the Wastewater  Treat-er.t 'lane
Hot Water for District  Heating (Tiract^
Steam for District  Heating (Direct)
Steam for Specify  Industrial Uses
Steam for Internal  Uses
Steam to Make  Hot  Water
Steam to Make  Electricity
Steam Dry  Sewage Sludge
                                                                                                   i     ,0
                                                                                                 x i x  x 3
         X i    X
      X        X
X  ".' i X  X  X  X  X
                                                                                              X
                                                                                           X   X
                                                                  XX  XIX
                                                                                                         11
                                                                                                         5
i
Third Step
i I
Hot Water for District Heating (Indirectly From Steam) x :
Electricity for Specific Industrial Uses ; x
Electricity for Internal Uses ;x ,
Electricity for the Network ix ; x
Electricity for the Wastewater Treatment Plant . I x
Large Quantities of Steam Wasted in Condensers !x i


x

X X
X X
X
X
f 1 1
energy Fora And Use
1 x j 1 s : , ; '5
1
x '4
x Xi x :c' ,3
1 2
x! x ' 4
1.   Only if extra electricity  remains after Internal Uses.
2.   Exhaust gases from  the  separaf pathological waste  incinerator  and  the dextrose vaste industrial
    waste incinerator are both blown into the refuse fired  steam  generator.

-------
                                   A-25
locally  and  that  is what they sell or because hot water  systems  are mors
efficient and  relevant to northern climates? These researchers  do not have
a clear answer at  this time.
         As a  summary  Table  A- 11 was prepared showing  how  often key
functions are  included in the design.
         Many  of  the foregoing comments  refer to salable  energy uses.
Internal uses  and  losses also need to  be  considered by the  designer. There
are some necessary internal uses while  there are some internal losses that
need to be minimized as shown in Table  A-12.
                    TABLE" ~A-if.  KEY afl   tuwCTiuNs UK
                                 15 VISITED SYSTEMS

                                            Number of
                                          Systems Having
                                            the Energy
                                           Use Category     Percent

      Sludge Destruction                          3            20
      District  Heating                            9            60
      Electricity  Export to the Network           8            53
      Industrial Process Steam                    5            33
      Destruction  of Exhaust Gases
      From Other Processes                        5            33
      Systems Wasting Large Quantities
      of Steam  on  Roof                            4            27
      Internal  Use of Energy Produced            14            93
                      (out of a sample of  15 plants)
District Heating

         District heating (D.H.) commercialization varies extensively by
country as was  shown in Figure A-2.  The  world's largest D.H. country is the
U.S.S.R.  Commericalization  is faster with  more centralized planning and
control where there is  less  pressure  on  immediate economic returns. In
Western  Europe,  West German systems deliver the most energy. Scandinavia,
however,  has  the highest per capita  rate.
         The  American D.H.  systems  are mostly steam. In recent years many
European D.H. systems use only hot water. Sevtral Europeans met on the tour
suggested that the lackluster D.H. situation  in America  of  the last 20
years was partially the  fault of using steam and not hot  water.  "Energy
losses  are greater with steam, maintenance is higher and steam can only be
transported 1/3 the distance as hot water"  would be a  typical European
assessment.
         These  researchers are not  sure if the above is the complete  story.
For  sure,  as  the U.S. EPA and State  agencies  improve  the  atmospheric
environment,  there has been pressure on D.H. systems to spend large sums
for pollution control equipment or  to  close.  Many have  chosen to close.
Often  systems  spend money on emissions  cleanup but let the steam lines fall
into disrecair.

-------
                           A-26
TABLE A-12.  INTERNAL USES AND LOSSES OF REFUSE DERIVED ENERGY
 Uses
      Preheat incoming combustion air
      Reheat outgoing combustion air after scrubbing
      Preheat boiler feedwater
      Heat the plant interior space
      Electrify many parts of the plant
      Dry sewage sludge internally before combustion
      Blow steam chrough sootblower

 Lossejs
      Cool steam in condensers
      Escapes in stack
      Escapes in pressure relief valve
      Escape in ash and quench water
      Escape in sampling for air quality

-------
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-------
                                    A-2S
         It  is the opinion  of these researchers that the  issues raised in
the above two paragraphs have  unnecessarily  soured  decision makers
attitudes in  America to the  detriment of full consideration of Refuse-Fired
District Heating Systems.
         District Heating,  however, is not necessarily desirable for all
applications as is shown in Table A-13. It is normally "very favorable"  for
downtown, high rise buildings. Even  though the table states that it is "not
possible" to  provide D.H.  for  one-family houses,  it  occasionally  is
provided in Sweden and Denmark.
         Table A-14 presents  several favorable demand aspects of district
heating  steam and chilled  water systems as prepared for the  American
situation.

District Cooling (Not Observed  in Europe)

         Six  years ago  Battelle performed a study of the potential  for
refuse  fired  district  heating  and  cooling systems across the U.S.A.  The
study concluded that there were definite economic benefits to the system  if
district  cooling  could be  provided in the summer. The Nashville Thermal
Transfer Corporation in Nashville,  Tennessee, was the model.
         Technically, the economic objectives can be accomplished in either
of two ways. In Nashville steam is sent to an adjoining Carrier centrifugal
chiller  station  equipped with  large turbines,  compressors and condensers.
Cold  water at 5  C (41  F) is  then pumped  to  over  30  downtown office
buildings. The other method  that will be used by the Harrisburg Incinerator
Authority in Pennsylvania is  to keep  sending hot  steam through the  lines  in
the summer. Building owners  who desire air cooling can  direct steam to
their own adsorption chilling stations—one in each basement.
         Without  question,  in the total subject area of refuse to energy,
the technology flow needs to  be from  Europe to  the  U.S.A.  However,  those
Europeans who desire to increase summer loads and overall financial results
might  do  well to  look  at district  heating and  cooling as practiced  in
Nashville, Tennessee, and Harrisburg, Pennsylvania.

Underground Distribution

         Every district heating system viewed  had unique  underground pipe
distribution  schemes. In  all  hot water systems,  there is a return warm
water pipe.  However, in  steam systems, the designers have a choice  of
returning condensate or not.  Many designers wish  to conserve water  and will
try to  minimize  corrosion in  their  condensate return pipes.  Others with a
healthy fear of the corrosive effects will specify a once  through recycle
system.
         All  hot  water  and  some steam systems  viewed had packed tunnels,
i.e. packed with dirt, gravel,  insulation, etc.  See Figures  A-3, 4, 5,  and
6. Several steam systems, however,  used human walk-through tunnels such as
detailed later at Zurich. Duesseldorf,  because  of the railroad and  other
underground utilities, uses an  exposed overhead pipe also  as shown later.

Relation of Refuse as a Fuel  in the Long Term Community Plan for
Community Electrical Power, District  Keating and  Cooling

-------
A-29









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-------
                                  A-30
        TABLE A-14.  FAVORABLE DEMAND ASPECTS OF DISTRICT HEATING
                     AND COOLING SYSTEMS IN THE U.S.A.
 1.   Large,  dense load  area

 2.   Land available for system

 3.   Sufficient initial customers to assure adequate load

 4.   Urban renewal slated or under way

 5.   Location in state  capital

 6.   Local coal-burning steam utility desiring to leave business because
     of pollution regulations

 7.   Local district heating utility desiring to increase business with
     addition of chilled water

 8.   Increasing conventional fuel prices

 9.   Uncertain conventional fuel availability

10.   Lack of interest in solid waste for electrical generation or
     industrial steam

11.   Flexible rate setting for district heating and cooling products

-------
                                          A-31
      • Grode level
     Optional
     drainage zone
                 • 4ft
                                             COUPt O'UN CANIVtAU
FIGURE A-3.    STEAM DISTRIBUTION
               AND RETURN CONDENSATE
               PIPES AT  WERDENBERG
                                 FIGURE  A-4.    STEAM DISTRIBUTION AND
                                                RETURN CONDENSATE PIPES
                                                AT PARIS
    i^SSs^^^ii
  •J* , > —.-»:
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  Q^Aa5^s£«
    FIGURE  A-5.    HOT WATER PIPES
                   AT WERDEX3ERG

                                                 FIGURE A-6.    ROT WATER PIPES  AT
                                                                UPPSALA

-------
                               A-32
         The following  several pages  demonstrate how refuse fuel could  fit
into a community's total long term energy program.
         One  of the basic  features  of community  district heating
development  is  that it progresses in stages. Five key stages  are shown in
Figure A-7 and  are as follows:
         Stage  1:     Consumer  system
         Stage  2:     Portable  oil or gas fired central substations
         Stage  3:     Permanent district heating stations
         Stage  4:     Cogeneration of electricity and district heat
                       from refuse
         Stage  5:     Base load with distant nuclear waste heat.
         Almost any existing consumer heating  system energy plan can be
retrofitted  for hot water district heating.
         Often  portable oil fired district  (or central) heating substations
are erected for subdivisions.  When two to five of these are in an  area it
becomes economical to erect a permanent district heating station.
         Permanent operations as district heating stations can be  used in
two ways to  enhance refuse operations  as portrayed in Figure A-8.  First,
when  the RFEP  is providing the base heating load, the permanent boilers  can
be used for  peaking. Second,  when there is  either not enough  refuse input
or energy demand output,then  the boilers  can be used instead of firing  the
expensive to operate base load  refuse fired energy plant.
         Repeatedly on the European tour mention was made of the advantages
of cogeneration. A simple  power station  with  a condensing  turbine must
waste much energy  in a  condenser.   However with an  energy efficient
cogeneration plant that has a back pressure turbine to provide electricity
and then steam for district  heating, energy  efficiency can be more than
doubled.
         The Swedes are  considering  three situations where they would  use
waste heat from nuclear power stations. (See Figura A-9.)
         In  summarizing the five stages, it is important that each stage be
developed before future stages  are implemented.  Any particular stage  may
require 6 to  12 years  before the savings in  fuel cost equals the extra
expense of  installing  that stage. Another, perhaps humbling point   for
resource recovery, is that in the long term, refuse-to-energy systems will
be a limited factor in the total energy picture simply because there is  not
enough  energy in waste and enough volume  of waste. Once again the point is
made that energy recovery enables refuse disposal in an economical manner.
But it is not the panacea for the world's energy problems.

Energy Marketing and Standby Capacity

         Customarily, established energy customers having their own  boilers
will accept  interruptible steam	but  at a reduced price.  Commonly there
are situations where (because of the investments that potential customers
have in existing boilers) such customers will use marginal costing instead
of total costing. Two examples are shown:

Example  (1).   A new refuse-fired energy  plant is being considered that
               would require  $3.25  per  1000 pounds steam as a revenue from
               large,  steady  industrial  customers.  A  new factory  might
               locate in an adjoining new industrial park.  A new oil-fired

-------
                                A-33
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                             A-34
LOAD
% 100
                      NON  REFUSE
                 HEAT-ONLY BOILERS
          CO-GENERATION
    40
    20
          REFUSE
HEAT-ONLY E3OILERS
AT TIME OF
.ELECTRICITY  PEAK
      Summer  Time of Mini-
           Refuse Burner
       .hut d>own for Annual
          inspection and
            Reconditioning)
        12 MONTH
FIGURE A-8.   HEAT LOAD DURATION CURVE AND LOAD-SPLIT.  HEAT ONLY PACKAGE
            BOILERS USED (1) FOR PEAKING, (2) WHEN THERE IS NOT ENOUGH
            REFUSE SUPPLY OR (3) WHEN ENERGY DEMAND IS TOO LOW or (4) DURING SHUTDOWN
           FOR INSPECTION AND RECONDITIONING (Modification of Studsvik Energiteknik Ac
           figure given  at the  Swedish District  Heating Workshop)

-------
                                        A-35

       "D"  Includes the Refuse  Fired Steam
            Generator at Uppsala
FORSM4RK*—._
Nwclt f
                      Heat prodeced by
                      A=  Peaking plant, Stockholm  ^2«L,H*.L.
                      B -     -*-    , Uppsala
                      C -  Cogeneration plant, Hasselby ~=
                     *D =     —»—        , Uppsala
                      E =     — » —        , Va'rtan   5
                      F =  Nuclear plant, Forsmark
2000
1000
                       HEAT PRODUCED BY EACH UNI. FOR  THE OPTIMUM CASE IN  TH:
                       LONG RANGE PLAN FOR DISTRICT HEATING SUPPLY IN THE
                       STOCKHOLM  AREA USING OIL, REFUSE  AND NUCLEAR POSTER

-------
                                   A-36
               industrial boiler  could be constructed  to  produce steam at a
               cost of $4.50  per  1000 pounds steam.  The new plant  could
               need  the  guarantee of  continuously supplied steam in case of
               a garbage strike  or malfunction of equipment.  At this  price
               it is likely a contract could be signed.
Example (2).    The same refuse-fired energy plant is  being considered  that
               would  again require $3-25  per 1000 pounds  as  revenue. An
               existing  factory has  been  approached that  has  existing
               coal-fired boilers reliably  producing steam for $2.50 per
               1000 pounds. ($2.00 for fuel and  $0.50  for operations  and
               maintenance). The factory would keep its  coal-fired unit as
               an emergency backup. In addition,  they already have a  small
               50,000  pound per hour package oil-fired boiler. The plant
               manager's accountants tell him to ignor  the "sunk costs"  in
               his  boiler such  as  the  boiler's  original cost  or  the
               remaining principal or  interest  payments. Often in  such a
               situation the plant owner refuses to  sign  the steam purchase
               contract.
         Hence, we conclude,  if the potential energy customer is to provide
his own supplemental firing  from  the  existing  boilers  (and not from  the
refuse  energy plant), then  the  customer will use  marginal costing rather
than total costing. He will  ignore  sunk costs  and will require a  lower
price  for externally supplied steam. Occasionally, the  factory's marginal
cost to raise  its own steam will be less than the total  cost  to be covered
of a new refuse-fired energy plant. (SFEP)

                           Economics  and Finance

Captial Investment Costs

         Capital investment  costs are  displayed in Table A-15a and A-15b for
the 15  plants visited.   The data presented  are  those provided by local
officials.  The definition  of  the numbers are not necessarily consistent.   The
reader  will have to review the specific comments as  shown in  the  trip reports
to sort out the data depending on  the  type of numbers desired.
         Land, for example,  is.sometimes included if  overtly paid  for.
However,  if  the refuse  fired  energy plant was built on the grounds of an
existing municipally owned Energy  and  Environmental Park,  the land might be
considered free.
         Some  operators have "within-the-gate" accounting schemes that have
combined and inseparable investment data. For  example:  consider the  newly
constructed  RFEP, administration  building,  truck  repair building  and
bicycle hall that were funded out  of one financing instrument.
         American vendors  of European licenses  were  quick to discourage
placing too much emphasis on the following investment  figures. What  they
hope to market in America  in  the  1980's bears little resemblance to what
was built in the late 1960's or  early  1970's as described  in  this report.
         To quote from from the 1976  "Solid Waste Management Guidelines" as
published by the U.S. EPA:
         "It   is EPA' s firm  belief that attempts to  predict (and compare)
         costs of various  types  of  plants in  a  general way, apart  from
         local circumstances,  is more likely  to mislead than inform. The

-------
A-37
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            A-38
KKARY OF, CAPI7AL ISVKTMEST (Concinu£d)

Weighted
of tnves
c , i , „ _ —
3-^ i 8C t Z,


3aden-3ru;g
Duesseldocf
Wuppercal
Kreceld
Paris
Hamburg :Scellinger-'(o3c
Zurich . Hagennolz
The Hague
Oieooe
3ochenburg
I'Dsala
Horsens
CoDennagen:Anager
' .-D^r.j^eT :r'"e:5C
TOTAL A'/fSACL-

Average Year
client used co
vchanee Race
• 17-1
' ' J
1«70
1967
1975
1976
1962
.971
1*70
1970
1969
1971
1967
1975
1971
1371
19U

Exchange U-S. Dollars
Race U.S. 5 in Weighted
Ave. Year

3.244 4,007,000
4.316 3,300,000
3.999 11,578,000
:,f-22 43,055,000
2.363 25,391,000
4.900 22,449,000
2.522 18,307,000
4.315 13,331,000
3.598 17,237,000
5.558 1,562,000
4.853 20,173,000
5.165 2,139,000
6,178 2,946,000
5.290 25,056,000
5.343 29,954,000
246,435,000
15,432

Actual 1976
Tonnes
Per Year

26,013
41,593
297,359
173,000
114,000
588,904
420,630
223,595
229,000
14,392
242,536
52,040
13,909
255,000
234,230
2,936,356
'.95, 790

Tons
Per Year


28,620
45,362
327,095
195,800
125,400
647,794
462,748
245,955
251,900
16.381
266,790
57,244
20,300
230,500
257,653
3,230,542
215,369

Tons per
Bav ac
365 Days/Yr.

73
126
396
536
344
1,775
1,263
574
690
45
'31
:.57
57
763
706
3,351
590

Capital Cose
Per Daily
Ton Capacicv

51,103
30,243
12,920
39,582
73,905
12,649
14,440
20,525
24,976
34,304
27,599
13,539
51,597
32,604
42,434
35,541

-------
                                     A-39
         range  of  assumptions  regarding specific  design,  reliability,
         markets and other factors  is  too great to make  such an analysis
         meaningful."

Initial  Capital  Investment Cost per Daily Ton

         Initial capital investment cost per daily ton  capacity has risen
dramatically  from 1960 the present. Earlier values of $13,000 per daily  ton
compare  with 1975-76 values of $50,000 to $90,000 per  ton.  More recently
there  have been some American  proposals near $100,000  per daily  ton
capacity.  These numbers are displayed in Figure A-10.  There are seven
general  reasons  for this dramatic price growth:
         •   Inflation
            -   Land
            -   Capital equipment purchases
                Construction service fees
                Construction labor and materials  cost
            Interest rates during construction
            Exchange rate devaluation
            Corrosion protective equipment designs
            Architecture and landscaping for neighborhood acceptance
            More complex energy use systems
            More air pollution control equipment

         Inflation. Generally speaking, with the  exception of West Germany,
costs of construction  have  inflated more in  Europe  than  in the United
States.

         Interest Charges  During  Construction. Prime interest rates have
risen dramatically over the last 20 years.

         Exchange  Rate  Devaluation.  Table A-16 has been used  for
conversions from local currencies into U.S. dollars for  a  particular year
throughout this report.  As an  example with everthing else constant,
devaluation alone  would cause a  $10,000,000  Swiss plant  in 1963 to  be
$21,000,000 in 1977.

         Corrosion  Protective  Equipment Designs.  The  problem of metal
wastage  is  elaborately discussed in the report. Spending money for features
to reduce  corrosion and erosion generally increases investment.  A later
table identifies 33 features that could be included to reduce  metal wastage
rates,

         Architecture  and  Landscaping for Neighborhood Acceptance.  As
close-in European land has become more precious,  the  few  remaining spaces
near the city's core are often in household  neighborhoods or near major
highways.  The compromise with local citizens  has  occasionally  been  to
promise  a  beautiful plant surrounded by exceptional landscaping.  This  can
significantly  increase costs.
         The  two almost identical Copenhagen plants,  each originally with  a
864  ton  per day  capacity, had  very different capital costs. Granted noz  all
of the  variance can be explained by the aesthetic budget for architecture

-------
                                      A-40
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                                                                                         KJ  C
                                                                                         vi  "3
                                                                                             33  X
                                                                                            —  w
                                                                                             U  75
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-------
                                             A-41
[ABLE A-16.   EXCHANGE RATES  FOR SIX EUROPEA}' COUNTRIES,  (NATIONAL MONETARY  UNIT PER  U.S
              DOLLAR)  1948  TO FEBRUARY,  1979^a;

1943
1949
1950
1951
1952
1953
1954
1955
1956
1957
1953
1959
1960
1961
1962
1963
1964
1965
1966
1967
1963
1969
1970
1971
1972
1973
1974
1975
1975
1977
1973
Denmark
Kroner
(D.Kr.)
4.310
6.920
6.920
6.920
6.920
6.920
6.914
6.914
6.914
6.914
6.906
6.903
6.906
6.386
6.902
6.911
5.921
6.391
6.915
7.462
7.501
7.492
7.439
7.062
6.343
6.290
5.650
5.178
5.733
5.773

Trance
Franca
(T.5c.)
2.562
3.490
3.499
3.500
3.500
3.500
3.500
3.500
3.500
4.199
4.906
4.909
4.903
4.900
4.900
4.902
4.900
4.902
4.952
4.908
4.943
5.553
5.520
5.224
5.125
4.708
4.444
4.436
4.970
4.705

W . Gerr-any
Deucsch Mark
(D.M.)
3.333
4.200
4.200
4.200
4.200
4.200
4.200
4.215
4.199
4.202
4.173
4.170
4.171
3.996
3.998
3.973
3.977
4.006
3.977
3.999
4.000
3.590
3.648
3.263
3.202
2.703
2.410
2.522
2.363
2.105

Netherlands
Guilders
(Gl.)
2.553
3.300
3.300
3.800
3.300
3.786
3.794
3.829
3.330
3.791
3.775
3.770
3.770
3.600
3.500
3.600
3.592
3.511
3.514
3.596
3.506
3.624
3.597
3.254
3.226
2.324
2.507
2.539
2.457
2.230

Sweden
Kroner
(S.SCr.)
3.600
5.130
5.180
5.130
5.180
5.130
5.130
5.130
5.130
5.173
5.173
5.181
5.130
5.185
5.136
5.200
5.143
5.180
4.130
5.163
3.180
5.170
5.170
4.353
4.743
4.538
4.0S1
4.386
4.127
4.670

Switzerland
Francs
(S.7r.)
4.315
4.300
4.239
4.369
4.285
4.288
4.235
4.235
4. 235
4.2S5
4.308
4.323
4.305
4.316
4.319
4.315
4.315
4.318
4.327
4.325
4.302
4.318
4.316
3.915
3.774
3.244
2.540
2.620
2.451
2.010

       (a)  Exchange  Race a: and af period.
           Line  "ae" Maritac Ra:a/?ar or  Central Raca.
           Source:   I.icarr.acior.al Financial  Sr.iciscics:  1972 Suppianer.;;              Volusie
           XXXI,  No. 4, Publis.-.ed 3y ;ne I.-xiarr.scisnal Mcr.acarv Fund.

-------
                                A-42
and landscaping,  but aesthetics were  the major  cause. Amager,  located  on
land recovered from the sea in  an industrial area,  has  a  $32,604  per daily
ton figure  while  the more aesthetically pleasing West plant located  at a
major highway intersection in a residential neighborhood  costs $42, 43^ per
daily ton.

         More Complex Energy Use  Systems. Some newer systems maximize
energy effficiency by having a  back-pressure electricity  turbo-generator
consuming high  pressure steam and  exhausting low pressure steam. This  is
then used in district heating schemes requiring  miles of  pipelines. As the
price of energy continues  to  rise  there  will be  more pressure for
cogeneration and other complex  capital-intensive energy schemes.

         The single line  132  ton per day plant at Werdenberg-Liechtenstein
producing 0.5 Mw electricity,industrial process  steam and district heating
hot  water  is  the  prime  example  of  an  overly complex energy scheme
considering  the volume of waste consumed.

         More  Air Pollution Control Equipment.  Environmental regulations
have continued  to tighten. The two  highest capital  investment cost per
daily  ton plants  in the survey are Wuppertal ($89,582/Ton) and Krefeld
($73,905/Ton). Both plants came under the new source performance standard
of the new  West  German regulation  "T. A. Luft".  In contrast to the United
States, each new West German  refuse burner must have  a  wet scrubber  or
equivalent  to collect HC1 and  HF gases. The Krefeld plant also has a second
stage scrubber to collect S02  to help meet ambient  levels.
         There  has been  minimal  interest  expressed  so far by the other
European, the Canadian and the  U.S. Environmental  Protection Agencies for
control of HC1, HF and SC>2 from refuse burners.

Expenses

         In  1976, the average plant surveyed processed  195,790 tonnes  (215,369
tons) per year of 536 tonnes (590 tons)  per day.  The average total expenses
were $27  per ton as summarized  in Table  A-17.
         There should be no doubt about  the  capital intensive nature of  refuse
fired  steam and hot water generators.   Operations  and  maintenance accounts only
for slightly over a third of total costs.
         The numbers have  been recalculated  a second  time without  the very
small Werdenberg-Liechtenstein  plant  (a  single 120 tonne/day line) data.  Not
using this data point reduces  the total  expenses to $2^.33 per  ton in 1976.

         Economies  of  Scale.  While  conducting thhe  interviews,  these
researchers began to feel that there were no  economies  of scale in  these
wastes-to-energy plants.  With  the Werdenberg-Liechtenstein exception,   there
seemed to be  no effect  of plant  capacity on total expenses  per ton of  refuse
processed.
         With this  suspicion, Figure A-10  was generated showing total  expenses
per year versus annual tonnage. The  data appeared to be  linear.   Deviations
from  the straight line were easily explainable in each facility as shown  in  the
figure.
         To  plot the same information but in a different manner, Figure A-ll was

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                                  A-46
constructed  showing U.S.  $ expenses  per ton  versus the  annual tonnes
throughput.  Excluding Werdenberg-Liechtenstein,  only a straight  horizontal
line could be  drawn through the points.
         Conventional economies of scale  theory is represented by  the  below
graph (a).  This compares with the actual of graph (b).
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-------
A-47












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-------
                                 A-48
     Table A-19.  GROSS SUMMARY OF REVENUE FROM EUROPEAN
                          REFUSE FIRED ENERGY PLANTS
                                                   Without Werdenberg-
                                    All Plants*         Liechtenstein
                                 $/Ton      j%.      $/Ton       %.
   Net disposal cost or
     tipping fee                   18.83     59.4     16.38     55.4
   Sale of energy (hot water,
     steam, electricity)             7.38     23.3      7.51      25.4
   Sludge destruction credit        3.12      9.8      3.12     10.6
   Interest on reserves             1.07      3.4      1.07      3.6
   Other revenues                 0.91       2.9      1.02      3.5
   Sale of scrap iron and
     road ash                     0.39      1.2      0.44      1.5

         Average of Revenues      28.43    100.0     25.81     100.0

   *Where  adequate data is available.

         The net disposal cost or tipping fee (regardless of how collected) has
been plotted on  Figure A-12for  13  plants.   This  figure presents an unclear
picture  about economics of scale affecting net disposal costs.  However, we can
state that  we  believe there are much more important considerations  affecting
economic  results than economics of scale.

         Sale  of Energy.  As a general rule of thumb,  American refuse
(household, commercial and  light  industrial waste) will produce  a net salable
5,000 pounds steam  per ton of  reufse while European refuse produces a  lower
amount,  perhaps  4,000 pounds stean per ton of  refuse.  The  typical European
(1976) revenue for  the sale of energy of  $7.51 per ton refuse is equivalent to
about $1.88 per million BTU.  Many persons have commented that the  key reason
that the  Europeans  have developed their refuse-fired energy systems is that the
price of energy in Europe was much  higher than in the U.S.   While  this may have
been true when some European plants  were  initially planned,  by 1976 incremental
U.S. energy prices  were much closer  to  European prices.


         Sludge  Drying Credit.   Of 30 refuse  burning  systems  that 3attelle
researchers visited, seven systems use  the energy in the  refuse to dry and/or
destroy  sewage.   However, only at Horsens do we  have a clear  and separable
reported  sludge drying credit  — a figure of $3.12 per refuse input ton.

-------
A-49


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                                    A-50
         Sale of Scrap Iron  and Road Ash.  Ash  residue is sold not only for
revenue  but also  to  eliminate or  reduce  the ash disposal  landfill expense.
Landfill  costs  will be reduced to about 20 percent  of  the  case where there is
no sale  of road ash.  Therefore,  the economist should  add the marginal savings
when less  ash is  landfilled to the  metal scrap and  road aggregate revenue.
         Unfortunately we  do not  have enough economic  data  to conclude that  ash
recycling is even marginally beneficial for the average  plant.  Where  the
refuse burning plant is located in  a steel producing region that, needs scrap
for a melt or there is a  shortage of conventional road aggregate products  the
economics  should  be more attractive.

         Interest on Revenues.   In a few systems more  money is collected  than
spent.   This  results in Contribution to Reserves which is  akin  to profit in  a
private  enterprise system and is  shown as an expense.
         On  the  revenue side, interest on  these previously  collected  and
invested  reserves is added  in  revenues.  In a  few systems,  this figure is
surprisingly  high.  When averaged over  four reporting plants,  the average is
$3-01  per  ton.  But when averaged over ten plants,  the average is $0.91  per  ton.
         "Contribution to  Reserves (expense)"  and "Interest  on Revenues
(revenue)"  view is  to consider that  this public organization, owned by
taxpayers, overcharded themselves.   This extra recovery can:
         • be invested to produce  interest revenue which reduces net
           disposal costs
         • be applied to debt reduction
         • provide a cushion for addition of a new line  or
           replacement of the entire facility.

Net Disposal  Cost or Tipping Fee

         To  use  a business expression,  the  "bottom line"  is  the Net Disposal
Cost or  sometimes the Tipping Fee.   This is the resulting cost or burden borne
by  the  citizens,  taxpayers and generators of waste.   This is  the  figure used to
compare  techniccal alternatives for solid  waste disposal  (compost, landfilling,
materials recovery, waste-to-energy, etc.).
         This ranges upward from  a  low of  $6.27  per  ton  at Paris:Issy.
However,  this is not truly a comparable figure because  there  is no depreciation
expense  included  in the number.   Since  the plant is owned by  the City of Paris
depreciation is  not included in  the operator's financial statement.  Had normal
depreciation  and  interest been included the net  disposal cost would be  well
over $10 per  ton.

         Low Net  Disposal  Cost  Systems.  Uppsala, a  refractory walled furnace,
(and not a water-tube wall  furnace) shows  the best net  cost at $6.83 per  ton
for two  reasons.  First,  three  of   the furnaces  are old so ~ he original
capital  investment cost to amortize is  small.  Perhaps  some equipment may be
fully depreciated already.  Then too,  many claim that original  capital cost and
the continuing  operations  and  maintenance costs on  the simpler  refractory
walled  low  temperature energy  systems  are  inherently lower  than  the complex
water tube wall-high temperature  steam systems requiring expensive corrosion
protection.
         Second,  in addition to  having  the lowest  amortization  costs, Uppsala

-------
                                     A-51
has the highest energy revenue  per input ton ($11.70)  of any  visited system.
This is  due  to  the  revenue formula  that parallels  the  cost of foreign  oil,
storage costs,  50  mile transport costs and  Swedish taxes.   The Swedes, not
having national  energy sources,  ha^e  traditionally paid more for  their energy.
        It  is  interesting to compare at this point this "best"  financial
result  system  in our survey with the U.S. system  having an  excellent  net
disposal  cost.   The Babcock and Wilcox - Detroit  Stoker refuse fired steam
generator  and Carrier chiller station energy  system in  Nashville,  Tennessee
achieved.   A net disposal cost  of only $6.41 per ton is a supurb situation for
the waste  generating public.


        Of  note is that very  slightly more revenue comes from  sale  of chilled
water for  district  cooling than  steam for district heating.  While  several
energy  customers have challenged  the steam price, the energy is  in fact, priced
in the mid range of all U.S. district heating systems at $5.90 per 1000  pounds
steam.  Even  with these excellent results, the system only sells 60  percent of
the steam it produces.  One can only speculate about  financial results if
cogeneration of electricity in  a  backpressure  turbine were ahead of the chiller
station  and  the  district heating and  cooling loops.
         In  addition to  the  current financial success, the stack emissions are
extremely  low at 0.005 to 0.01  grains per SCF adjusted to 12 percent C02-   This
compares to  the  U.S. Federal standard of 0.08 gr/SCF.
        Many in this industry remember the previous hopeless situation  at the
Nashville unit.  The combination of  original  insight by Mayor Briley, the
designer I.C. Thomasson, the equipment suppliers and community leaders  and the.
steadfast continuing support  from these same community leaders and financial
institutions and the strong pressure  for clean air  from  the U.S. EPA  has all
united in  this  exemplary American  refuse fired  steam generator.
         A key  economic/financial lesson to be  learned  is that if  inflation
consumes  a  previously passed  bond issue, go for  more money rather than make
unjustified  compromises in design  that will need to be rectified  later.

         High Net Disposal Cost Systems.  Comment should be  made on the  three
highest  net  cost systems.  Werdenberg-Liechtenstein' s $48.25  per ton  is the
highest by  far. The vendor knew that the figure would be high and so stated to
the community.   The community,  however,  considered its scenic beauty  too  great
to  mar  with another landfill.   In  addition,  there was a most attractive Swiss
federal  grant or low interest loan program that encouraged the community to
participate.   The initial outside funding per  capital investment apparently was
emphasized more  than the long term net disposal fees  needed to  support  annual
costs.
        We  suggest that  the  use of  Federal  and  state funding to further the
objectives of resource recovery  take  into account  the discount  ed  long  term
effects of  participation.  An analogy might be the wealthy father who helps his
17 year  old  son  buy an expensive Corvette automobile  only to later learn  that
the son  cannot  pay the $500 per  year  insurance  premium.

-------
                                   A-5 2
         A  specific reason for  the high cost at  Werdenberg is  that  costs must
be divided  by  only 120 ton per day.   This is  the only plant surveyed that we
can clearly  say suffers from diseconomies of scale.   A single  120  tonne, (132
ton) per day line with  standby energy backup is  too small.  This is especially
small considering  the  diverse .energy uses  (hot water for district heating,
steam for the chemical plant and electricity for  the network).
         Wuppertal with a  $35.66  per  ton net  disposal  cost  is  adversely
affected today because of concern for  the  future capacity.   Of its four
furnaces, one  is  always down because  of  lack  of  refuse.  A second unit is
usually  down  for  preventive maintenance or repairs.  Thus the total costs for
this sophisticated electrical generating plant  with  four lines must be
supported  with the activity in only two  lines.  Planners in other situations
would have  built 3 units and left an open bay for  a later 4th.  Perhaps  refuse
input from  a  neighboring community will  increase operations and spread fixed
expenses  over more tonnage.
         The Hamburg:Stellinger-Moor  system at $22.55  per  tor. has unusually
high labor  costs.  The cost  of  $14.95 per  ton for operations  and  maintenance
labor and  materials was the highest in  the survey.  A second observation was
that the  revenue of $5.92 per ton from sale of electricity is a bit low.

         One Medium Met Disposal Cost System of  Special Note.   Zurich:Hagenholz
achieved very  reasonable results  at $12.66 per ton for  several reasons.
Frankly  the professional administrative spirit  of the Director is to be  highly
credited.   A spirit of pride and  efficiency  pervades all activities.  Job
positions  must continually be justified.   Total operations and maintenance
labor and  materials was only  $4.06 per ton,  the lowest  in  the survey.
Comparatively, the interest and depreciation  is high at $15.31  per ton.   This
is consistent  with management's  emphasis favoring purchase  of what  they
consider to be the best equipment to  reduce  labor and material needed for
operations  and  maintenance.   Thirty-three  (33)  separate design  and operation
decisions  were identified  specifically to reduce corrosion.   As a result, the
superheater tubes  have suffered  only 0.3 mm (0.012 in) metal wastage in five or
six  years.   Other tubes have  lost only  0.1 mia (0.004 in) in the same   30,000
hours.   This is remarkable and  has proven that high temperature  steam,  788 F,
can  be produced at a reasonable  price with virtually no corrosion if  proper
design and  operation decisions  are made and carried through.
         Battelle staff have attempted  to  analyze the wide  variation in
results,  $6.27  up'to $48.25 per  ton,  by  manufacturer or prime vendor.   While
averages can be derived and  arrayed,  we feel  that  the Iccal situations far
outweigh vendor importance.   Besides  that,  our    sample  of only  two or three
plants per vendor is not enough to develop significant  conclusions..
         However,  it should  be pointed  out  that each of the  four refractory
wall systems performed better than the  survey average.  Yet the two surveyed
manufacturers  have  yet to mount   an effective  North  American marketing effort
in  recent  times.   At this writing,  Summer 1979,  Bruun and Sorenson has no North
American representative.  Volund has  appointed a new  representative in Chicago,
Waste Management,  Inc.
         It is our opinion that  American resource  recovery competitions would
benefit by  marketing efforts also from European  and North American manufactures
of refractory wall incinerator-waste heat recovery boiler vendors.,

-------
                                     A-53
Finance

         Table A-21 presents modes of financing.  There was no real financial
pattern between countries.  In all cases, the plants were built and financed
by the municipality or solid waste authority.  This includes Issy, operated
by T.I.R.U. but owned by the City of Paris and also Dieppe operated by I.N.O.R.-
Thermical but owned by the City.
         The availability in America of tax free bonding for private enterprise
to develop public service environmental services will continue to affect not
only detailed financing decisions but also basic decisions about ownership and
operations.  The long term financing options in America will likely encourage
more privately owned systems than are possible in Europe.
         Of note was that the vendor VKW at Wuppertal and I.N.O.R.(Von Roll) at
Dieppe made modest company loans to the customer for purchase of scrubbers, a
crane, a weigh station, furniture, an ash truck, etc.  None of that which was
financed was a "manufactured product" of these two companies.
         The only relatively common mode (7 plants out of 15) of finance was to
use the bank loan.

                   System Ownership and Governing Patterns

         Private enterprise owned none of the 30 systems visited.  In all cases
solid waste disposal and resource recovery are public matters.  Of the 15 plants
studied in detail, operation was turned over by the City to another organization
in 2 cases.

                            Personnel Categories

         Over 120 job titles are discussed in the body of the report.  In no
way is it recommended that any plant have all of these jobs.
         It was observed that larger plants tend to have larger staffs, in-
cluding many jobs not found at smaller plant.  Potential economies of scale
from the larger plant are often nullified by a large staff.  This observation
holds true not only for managerial functions but also operations personnel.
         Rather than hire permanent employees, many plants use outside services
extensively.

                     Education, Training and Experience

         Training varies widely among countries.  Germany seems to have the
most rigorous program.   This usually involves schooling, navy or merchant
marine boiler room experience, more schooling, more sea experience,  etc., for
up to 16 years.  Often between ages 30 and 40, a man will leave the sea to
become a stationary power boiler operator.   Eventually he may move to a refuse
fired energy plant.
         Switerland, a landlocked nation, often uses former employees of Brown
Boveri, Sulzer, etc., who make or install power systems around the world.

-------
                                A-54


                            Refuse Handling

Weighing of Refuse Received

        Considerable attention is usually given to measuring the amount of
waste  received.  Many of the plants  visited  use.  automatic recording of
loaded truck weight as it  arrives at the plant,  and  many truck drivers
carry   a coded identification card  to be inserted into the card  slot at
the scale at the time of weighing.
        Many of the plants      experienced early difficulty with failure
of the electronic  system at the scales. In most cases  these  initial
problems have  been cleared up by  the scale manufacturer. However,  the
electrical system usually requires frequent maintenance.  A. few large  plants
use 2 scales for  redundancy and to handle peak loads without causing long
lines of waiting  trucks. One plant uses a separate scale to weigh  the
residue from the  furnaces.  Most scales are recalibrated once every year or
two.
        At  very  small  plants the  scale operation is observed  and
controlled by the crane operator who sits  at the  plant  control board.   In such
instances the  main control room is located in  such a way that the busy
operator can view the trucks  discharging to  the  pit. In some cases  he  can
also  observe  the  distant tipping floor  by means of closed-circuit
television.
        In  the larger plants the weighing operation is controlled by 1 or
2 scale operators who also direct the truck  traffic through  amplified  voice
instructions and sometimes by means of red and green signal  lights.
        At  most plants it  is the  duty  of  the scale operator to  detect
bulky  items and to instruct the  driver  to deposit them in a separate
collection place.

Tipping Floor, Pit and Crane

        The universal  European  practice  for  receiving, storing,  and
feeding the solid waste to the furnaces  is the  ancient  pit  and  crane
system. To  some new to the field  this method appears  incredibly archaic.
However, it  has  so far satisfied European  needs,  and efforts to supplant it
with modern conveying equipment have not  succeeded. The major barriers to
change is the heterogeneity  of MSW,  its  strong tendency  to densify when
stored, and  its  occasional hazardous nature.
        At  most of the plants visited the  tipping floor is indoors. In
most cases, indoors or outdoors,  the discharge openings  into the pit are
covered by  power-operated doors. Thus pit  odor  is kept  inside by fresh
combustion  air flowing  through  the  open  doors  under the action  of the
combustion  air blowers. In most cases  the  blowers  take the  air  from
filtered  air  intakes  near  the cop of the  pit.  Thus air flow  is  always
inward and in no case was the odor of refuse  detected outside the  plants
nor in the neighborhood.
        In  most  plants  the entrance  and  egress of the trucks  to the
tipping area is  controlled by the scale  operator, with a workman  on the
tipping floor  controlling  the opening  and closing of the pit doors. In a
few cases  the hydraulically  lifted doors are operated by the truck driver.
         Refuse pit storage volume,  dimensions and  capacities are presented
 in Table A-20.

-------







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                                   A-56


         Usually the drivers  are  expected to clean up any spilled refuse
before they  leave and,  in general,  the tipping floors were  free of debris,
but not  always.  The attitude of  management toward housekeeping standards
was variable and resulted in  very few messy tipping  floors. One plant,
Wuppertal,  made  daily use of  a large mobile washer and sweeper to keep  the
tipping floor and adjacent ramps exceptionally clean.

Pit Doors

         The most commonly used powered pit door  is the multi-hinged  door.
A distinct disadvantage of this type is that if several  such doors happen
to be  open  at  once  at a busy time  the  lifted doors hide much of the  pit
from the view of the crane operator who is many  times  situated directly
above  the doors.  Also such doors  projecting into the crane area are very
vulnerable to accidental collision  with the crane  bucket. For these reasons
the new  Zurich Josefstrasse  plant.
Pit or Bunker

         The floor of most  pits  is  below grade.  Because of water-table or
excavation  problems, a few are  at  grade, in which case  the tipping floor  is
elevated and  is  reached by a sloping sometimes helical,  ramp.  Most  pit
walls are reinforced concrete.
         The predominant design  philosophy provides  a maximum pit storage
capacity of 4  to 5 days'  operations. Since all of the larger plants usually
schedule one  unit to be down for maintenance,  the actual storage capacity
provides for 5  or 6 days  of  normal plant operation.
         Pit fires are  usually  controlled by  sprinkler systems and water
guns controlled by the crane operator. For extremely dry,  industrial  waste
at The  Hague,  there is a separate pit in which water sprays operate most of
the time to reduce the heat  value of the refuse  as fired.  This prevents
fires and  also  avoids  overheating of the  boilers  which  were designed
originally  for  wet municipal solid waste.

Crane

         The larger plants  have  2  cranes which  provide redundancy.  The
almost universal conment  was that  the crane operator is the  most important
worker  in  the  plant. A. skilled operator will divert troublesome bulky items
to avoid problems in  the furnace and  will  mix  segregated,  highly
combustible wastes in the  pit so as to avoid excessive heat release in  the
furnace. Also  his skill  is  very  important in  extending the life  of  the
crane cables which  can  become kinked and  twisted  in  the process  of
retreiving  batches of waste  from  the  pit.
         In most  small plants  the  crane operator  performs  from  a
glass-walled podium at one  side  of  the control  room  positioned so  as  to
provide  a  view of the tipping area, pit and furnace hoppers. In the larger
plants the  separate podium is situated high in the wall above the pit  often
the  podium has dual controls  and is lavishly equipped above the pit. In no
case did the crane operator ride the crane, although  this is common in
American plants.

-------
                                  A-57
Bulky Waste Size  Reduction

          Few plants have  size reduction equipment. The most  used  shear is
manufactured by Von Roll.  The bulky waste  shears operate like  multiple
sissors,  cutting and crushing the bulky refuse  between its  shear beams.
Seven fixed and six moveable shear beams  are  connected at  their  lower end
through  shaft and bearings.  Each beam  is equipped with double edge blades
of highly wear-resistant alloy steel which can  easily be  turned  once and
reused.  The moving beams  are arranged in  two groups of three, each group
being opened and  closed by a hydraulic working cylinder.
          The sheared material falls through the spaces between  the fixed
and  shear beams  and down  into the pit. The crane  operator must  then
carefully distribute this  usually higher  calorific waste over the entire
pit.

Hoppers and Feeders

          An integral feature of the pit-and-crane system  is  that  each
furnace  receives its  waste  from a  hopper  and  chute which -are  fed
intermittently by the crane  bucket.  This  intermittent  batch feeding is
converted to nearly uniform flow to the furnace-grate by 2 factors:

          1.   Short-term storage capacity of the hopper and chute
          2.   Action of a reciprocating or  vibrating feeder  which moves
               the refuse from the chute  to the grate.

         The feeder serves  a multiple purpose.  In addition  to  supplying
fuel  to  the furnace its action in moving packed refuse away from  the bottom
of the chute permits the crane operator to keep the chute packed full.  This
packed  mass served to prevent burn-back  from the furnace into  the  chute and
hopper.
         At times the crane operator may be so busy with multiple  problems
of receipts, mixing and charging that seme chutes may inadverdently become
emptied.  If so,  burn-back  into the feed chute can occur.  Accordingly many
chutes are equipped with  gates or dampers that  can be  closed to  prevent
flames  from flowing upward through the  chute and hopper. Some  newer chutes
are equipped with  radioactive level indicators which provide indication in
the control room  and crane pulpit when the refuse level is low.
         Because  of the potential for burn-back causing overheating of the
feed chute, some  chutes are water cooled  or refractory lined.

                         Grates and Primary  Air

         The grates used in the early stages of mass burning of refuse were
adapted from coal  burning practice, the principal  change being to  provide
much more  fuel-bed  agitation.  This was needed because refuse is so
heterogeneous that discontinuities and gaps are always present  and  new  ones
can  form  as the  refuse  burns.  Agitation of the  bed is the means used to
shuffle,  tumble,  or resettle the burning fuel so  as to  fill the  gaps and
make it more uniform for better distribution  of primary air and  of  burning.

-------
                                     A-58


         Design primary  air pressures at visited plants are shown in Table A
 -21.

Grate Life

         In most  of the  plants  visited,  the  annual  cost  of  grate
maintenance was a minor  cost  but  the range of replacement required was
considerable. Table A-22 shows  the grate-bar replacement experience.
         In addition to grate  bar replacement,  some  grates require periodic
cleaning to keep the air-flow openings free.  Melted aluminum and other
metals and mixtures require  periodic shut-down for  cleaning. For example,
at the  Horsens plant, the original grate bars  required 2 man-hours per week
for cleaning which was done during  regular week-end  shutdowns. Use of  a
newer  design  of  grate bar  has reduced the cleaning required to every other
week.

Grate Materials

         Because  of the  frequent  exposure of the  grate  bars to burning
material, the bars are usually  made  of high-chromium  content cast  steel.
However,  the  Duesseldorf roller grate is primarily of case iron with only
the wear sections at the sides  made of cast chrome-nickel  alloy. Also, the
Volund  grate  is  made of heat resistant Meehanite,  a  specific form of grey
iron casting.

Grate Action

         As can be seen  in descriptions of potential  grates, there is  a
wide range of concepts for achieving motion of the  heterogeneous mass of
burning refuse.
         Almost  all  furnaces have  a ram-type refuse  feeder to achieve
positive entry of refuse onto the  grate.  However,  some  of the systems
depend, instead, on  the slope of  the grate. The  grate  bar motion then
ensures movement of  the refuse along the grate surface.  Virtually all
grates  are steeply sloped, up to  30 degrees. But one is not — K&X—which,
under one of its  configurations, deliberately holds  the refuse horizontally
while agitating it along by reciprocating grate motion.
         All grates observed provide agitation  of  the burning mass. This is
in recognition  of  the  need to  do two things:
         •   Continually expose fresh surfaces to  ignition and air flow
         •   Keep filling in  voids  that form  rapidly when zones of
             lightweight highly combustible material burn out. This  leaves
             voids  through which primary  air  can bypass  the* bed  unless
             such holes are  promptly  filled by  rearrangement  of the
             heterogeneous mass.
         Even  the older traveling grate which provides no fuel bed
agitation was installed as a multiple  series of stepped traveling grates so
that  as the burning  refuse tumbled  from one  grate down to  the next, there
was momentary agitation and rearrangement of the bed.
         Grata  dimensions are shown  in Table A-23  Table A-24 follows with the
burning rates.

-------
                        A-59
Table A-21.  DESIGN PRESSURE OF PRIMARY
             AIR SYSTEM AT PLANTS VISITED

Primary Air
Plant
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
Werdenberg-Liechtenstein
Baden-Brugg
Duesseldorf
Wuppertal
Krefeld
Paris: Issy
Hamburg : S Cellinger-Moor
Zurich :Hagenholz
The Hague
Dieppe (and Deauville)
Goteborg
Uppsala
Horsens
Copenhagen: Amager
Copenhagen :West
mmH205
170
' 280
180
240
140
300
410
530
580
370
150
400
-
200
230
230
in.H905
6.7
11
7
4.5
5.5
11.8
16.1
21
23
14.4
5.9
15.7
-
7.9
9.0
9.0
Pressure
kPa3
1.67
2.74
1.74
2.37
1.37
2.94
4.00
5.23
5.72
3.585
1.471
3.91
-
1.97
2.24
2.24

-------
                                                     A-60
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                                                        A-61
                                     Table  A-23.    GRATE DLMEiSICHS
Trip
Year
Scar cad
No. of
Boilers
Mfg. of
Graces
Grace Dimensions
Uidth
m ft
1
2
3

4
5
5
7
3
9

10

11
12
13
14
15
W'erdenberg-Liachc ens tain
3adaa-3rugg
Duesseldorf Soiiar 1-4
Boiler 5
U'uppercal
Krefald
Paris :Is3y
Haaburg: Stellmger-Moor
Zurich: Hag enholz
The Hague 3oilar 1-3
Boiler 4
DieppeCaad Deauvilla)

Goteborg
Uppsala
Ho r sens
Copenhagen: Aeager
Copenhagen : Wesc
1974
1970
1965
1972
1976
1976
1965
1972
1973
1963
1971
1974
1976
1970
1970
1974
1970
1970
1
2
4
1
4
2
4
2
(1)
3
1

2
3
(1)
1
3
3
A-F
A-?
vra
VKW
7KW
VKW
M
M
M
TO
TO

TO
TO
3&S
3iS
7
V
2.77
2.5
3.5
3.5
3.5
3.5
5.3
4.7
5.5
3.0
3.4

2.0
3.4
2.0
2.0
2.7
2.7
9,
3,
11,
11.
11.
11.
20.
15.
13.
9.
11.

6.
11.
6.
5.
8.
3.
1
2
5
5
43
43
66
6
0
3
1

6
1
5
5
9
9
Langth
01 f t a2
6
7
11
10
10
10
3
3
3
10
12

3
10
3
3
7
7
.65
.5
.0
.7
.2
.2
.4
.9
.4
. 5
.0

.0
.9
.1
.1
.0
.0
21.3
24.5
36.0
35.1
33.5
33.5
27.5
29.3
27.5
34.0
39.4

26.2
35.8
25.6
26.5
23.0
23.0
13.
13.
38.
37.
15.
35.
52.
43.
44.
31.
40.

15.
36.
16.
15.
13.
13.
No. of
Separata
Grate
Sections
So. of
Parallel
Grate
Runs
Area
42
75
7
5
7
7
9
9
9
5
3

0
9
2
2
9
9
193.3
201.3
416
400
384
384
569
472
433
339
439

172
397
174
174
203
203
1
1
7
6
6
6
1
1
1
3
3

2
3
1
T_
2
2
1
I
1
1
1
1
3
2
3-
1
1

1
1
1
1
1
1
*Manuraccurer abbreviations: A-?(Alberce-?onsar); VKV( Veraini^ce Kasselwor'se) ; M(Martin); TO(Voa Roll);
 (1)   Describes only che last furnace - boiler line purchased.
                                                                             3&S(3ruun S  Soransan);  V(Volund) .

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-------
                                 A-63


         Three basic grate  systems are used as shown  in Figure A-13.  There
are many  other variations of  these three types.
         This  particular  contract  between  Battelle  and  EPA is  to
concentrate  on  European refuse  burning to energy systems.  As such all
systems  viewed have been mass-burning grate systems. To our knowledge there
was only  one system in Europe  (Birmingham, England)  burning refuse  in
suspension — in contrast to U.S. developments.
         Table A-25  presents a listing of  independently developed
refuse  burning  systems,  their  home  country and  their  American
representative "Refuse burning"  refers to "combustion"  or "incineration"
where combustion products after  a few seconds are H2Q  C02  302  etc.  There
is no  attempt to present manufacturers of  pyroiysis or  other developmental
resource  recovery  processes,  i.e.  this is not  a full  list of resource
recovery  manufacturers. Also  excluded are  the many manufacturers of small
modular  package incinerator-heat  exchangers. The table includes present and
past manufacturers with heat  recovery.
         Manufacturers  of  only  incinerators  (without  boilers  to  cool
combustion gases prior to gas cleaning)  are not included in the listing.

Grate  Functions

         The  three primary functions of  grates are:
         •    Support the burning  refuse
         •    Move and agitate the burning refuse
         •    Distribute the  primary air.
         There is a wide range  of  differing  design  philosophies aimed  at
achieving these three  functions.  While  all  the grates  observed  do
accomplish these primary functions, they do so at varying levels of grate
maintenance  required and with  varying  success in achieving  uniform
combustion.
         The  grate  burning  capacities for  the  plants  visited range  from
24.5 down to  3-33 tonnes (27  to  3-7  tons) per  hour, a. unit  size range  of
7-4 to 1.  And the  burning rates  range  from 560 down to  175 kg/m2/hr (114.6
to 35.8 Ib/ft2/hr), a range in rates of  3.2 to 1.
         If all  other factors are equal,  the higher the grate burning rate,
the more  effective and efficient  the grate will be. However,  the effect  of
the grate on the combustion  in  the boiler furnace is of critical importance
to boiler-furnace life and efficiency. It  appears  that one popular design
philosophy is to use moderate  burning rates and large boiler furnaces  to
provide  reasonable heat recovery  efficiency while  minimizing  maintenance.
Another  more bold approach  is  to  design for much higher  intensities  of
burning  but to use precise control of primary and  secondary  air to assure
relatively uniform, but intense combustion and rapid furnace-gas mixing.
This involves the careful control  of  high-pressure primary  and secondary
air. In  effect, this philosophy  aims for  accurate control of air-fuel ratio
throughout the active burning areas of both grate  and  furnace.  A critical
factor in successful application  of this intense burning mode is primary
air pressure. To some extent,  the  successful pressure  ranges used are
considered proprietary by  some  manufacturers. The nominal design pressure
of the  primary air for each plant  ranges from 140 to 580 run water.
         The  highest primary air pressure  shown is  for Unit Mo.  3 at the
Hagenholz plant at Zurich,  started up  in  1973-  The detailed  plant report
indicates  outstanding performance by  this particular unit which probably
can be ascribed,  in part,  to  the excellent combustion  control  provided  by
the grate  which  utilizes a high primary air pressure. However,  many otner
factors are also contributory.

-------
                                 A-64
                     Reciprocating Grace
                                         7
                    Reverse Acting Grate
                       Roller Grate
FIGURE A-13.  BASIC TYPES OF GRATES FOR MASS BURNING OF REFUSE.
             THERE ARE AVAILABLE MANY VARIATIONS OF THESE
             BASIC TYPES (FROM E3ERHARDT-PROCEEDINGS 1966 NATIONAL
             INCINERATOR CONFERENCE,  ASMS,  NEW YORK, p 124-143)

-------
                TABLE    . REFUSE BURNING MANUFACTURERS AND REPRESENTATIVES
                           (          Grate and Suspension Firing)
  International Technology
                                           Country
                                                                Representative in the U.S.A.
Alberti-Fonsar
Babcock Wilcox  (BW)
Bruun & Sorensen
Carbonisation  Enterprise
  et ^eramique  (CEC)
Claudius Peters
Combustion Engineering  (CE)
De Bartolomeus
Destructor
Detroit Stoker
Dominion Bridge
Esslingen
Flynn & Emrich
Foster Wheeler
Heenan
International  Incinerators
K K  K
Kunstler Koch
Keller-Peukert
Kochum-Landsverk
Italy (Milan)
U.S.A. (North Canton, Ohio)
Denmark (Aar'nus)

France
West Germany  (Hamburg)
U.S.A. (Windsor, Conn.)
Italy (Milan)
Sweden
U.S.A. (Monroe, Mich.)
Canada
West Germany
U.S.A. (Baltimore, Md.)
U.S.A. (Livingston, N.J.)
United Kingdom
U.S.A. (Columbus. GA.)

Switzerland  (Zurich)
West Germany  (Leverkeusen)
West Germany
Widmer i Ernst (Swiss Co.)
Babcock Wilcox
looking for repre.
Combustion Engineering


Detroit Stoker


Flynn & Emrich
Foster Wheeler

International Incinerators*

Widmer 4  Ernst
Grumman Ecosystems
 fohlenscheidungs-Gesellschaft(KSG) West Germany
 Kraus-Maffei                      West Germany
 Lanbian-SHG                       West Germany (Kassel Bettenh
 Lokomo                             Finland
 Lurgi                              West Germany (Frankfort)
 Martin                             West Germany (Munich)
 Nichols                            U.S.A.
 Plibrico                          U.S.A.  (Worcester, Mass.)
Riley Stoker                      U.S.A.  (Chicago, II.)
Stein                             France
Steinmueller                      West Germany  (Hamburg)
Takuma                            Japan (Osaka)
Venien                            France
Vereinigte  Kesselwerke  (VKW)      West Germany  (Duesseldorf)
                             ausen)
Volund

Von Roll
Widmer & Ernst

2urn Industries
Denmark (Copenhagen)

Switzerland (Zurich)
Switzerland (Wettingen)

U.S.A. (Erie,  Pa.)
Universal Oil Products
Nichols  Research  &  Engineering
Plibrico
Riley Stoker

Widmer & Ernst (Swiss Co.)
Inactive representative in CA.

Grumman Ecosystems  (total
  system)
Waste Management  Inc.

Wheelabrator - Frye
Widmer & Ernst

Zurn Industries
MOTE:  1.  The above systems are combuston oriented.
       2.  Small modular package incinerator - heat exchanger manufacturers are not included.
       3.  Pyrolysis and other developmental resource recovery systems are not included.
       4.  The above systems have been installed with energy recovery.

-------
                                A-66

                         Ash Handling and Recovery

         For  purposes of this discussion and design of  refuse  energy
plants,  there  are five kinds of  ash,  residue or slag  that  need to be
defined:
         •   Ash,  Residue,  Slag are general  terms loosely used  to  name the
            solid waste  product after combustion. This is also referred to
            as  residue  in America  and slag in Europe.  It may  contain
            bottom ash,  grate siftings and or flyash
         *   Bottom Ash  is  the  solid residue falling off the grate end and
            into the chute
         •   Grate  Siftings are the relatively small particles  and dust
            falling under the grate normally  through the spaces where the
            primary underfirs air rises
         •   Fly  Ash is  the fine solid  waste material that falls  from
            boiler tubes and electrostatic precipitator  plates either
            naturally  or  when  blown  off   by  soot  blowers  or when
            mechanically rapped
         •   Processed  Ash  is  the sorted  nonferrous aggregate of stone,
            dirt, glass,  etc. usually  less that 1.5  cm (0.6 inch) ready
            for use as  road aggregate or cinder  block, etc.
         Table A-26 sumnarizes ash handling and recovery options exercised
at the 15 visited plants.  Generally speaking ash handling is somewhat more
advanced  in Europe over  the  U.S.A. Ash recovery is practiced much  more in
Europe than in this country. Of the 15 plants, 9  have ash recovery.

Ash Exit  from Grate, Quenching
and Removal from the Furnace

         All  systems arrange for  the  moving grate to discharge  the hot,
unburned  residue into a water sump,  quench tank or a spray chamber from
which it is  removed  by a variety  of methods.  The residue,  usually
containing less than 3 percent combustible,  is a highly variable material
both  in  size and composition. Quenching is necessary because if  the glowing
residue were removed from the plant in its high temperature  condition the
dust and  odors emitted from  the hot surface would frequently be a nuisance.
         Usually the residue is continuously removed from the tank. During
that  movement  it is partially dewatered  or drained by a drag  conveyor or
seme form of hydraulically-driven ram  or pusher. The  wet  residue  then is
discharged to  a  holding pit or movable bins. Trucks then transport the ash
to a processing plant or  to  a landfill.
         The  quench container is the sink for the boiler blowdown water and
other  dircy  water at most  plants. Often  this result in  no wastewatsr
(except  for sanitary waste  water) leaving the plant (except in ash  trucks).
If scrubbers are not used, zero wastewater discharge  can  be a  reasonable
challenge for  designers. This is the reason  that this report does  not have
a chapter devoted  to water pollution control	in most systems there is
no real water pollution.

-------
                                                   A-67
TABLE  A-26.
                   SUMMARY OF ASH HANDLING AND
                   RECOVERY METHODS
*
I.i Plane Ash Handling
• Reciprocating ?'-isn Rooa
• "ibratin^ Conveyor
• Sceei 51at Conveyor
• Xubbar Conveyor
• Ski? Ho isc





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         «  Decachaola Container
         •  Ash Pit
         •  Ash Floor wicil '<"he?l#
                                                      x  ' X
    xj
x:   i
                                     fror.c ind Loaaar 1
  Quanch Xachoc
           •  Soccom of Chuee Has  Wacar
           •  Waear Pic
           •  Trough
           •  Ash Sunkar 13 '.«ae

  Aah Recovery
           •  Enclosed 3uiidiag Recovery
           •  Ou:looc Xacovary
           •  Discaac Racovar;'
           •  No Xaaovery ac Plane
         Operation Gwnersni?
          •   Plant Itsei:
          •   P-ivata Contractor, Receiver ana
               Processor

Seoarabie Ash Components
          •   Farrous Fines  (caps, lids,  nails)
          •   Ferrous Coarse (cans)
          •   Farrous Ail Sizes
          •   Farrous Bulky  (bicycles, barrels;
          •   Ferrous 3a.ec1
          «   Road A?gr»ga:a
          «   Sulky :lon ferrous (sf-^aos,  tiras,
               paoar roils)
          •   Median and Coarse Son Farrous  (2"
               stones, bor.as)
          «   Lane Raciair-acion :i-tarial
       X   XI
                                                                                           r.  ;c ;  xi
                                                                                                          {2
                                                                                                     I:  IjJ
                                                                                                       x;  si
                                                                  X   XI      X
                                                                                 X1   X
                                                                                                           XI   i
                                                                                                           x
                                                                                 X!
                                                                             six!   x i
     Ta X pattarn is tioc :omplati  jr  ia: ir.ua.

-------
                                 A-68


Ram for Residue Removal

         The simplest  and most  compact reside  removal system  uses  a
curved-bottom tank which is cleared by a slowly  reciprocating pusher.  As
the submerged  residue is  pushed  upward toward the left  by the ram it has
time to drain off excess water before it drops into  the pit, buggy,  truck
or  other  container.  The  discharge channel  is  tapered outward  in the
direction of motion to prevent packing and jamming.

Submerged Conveyor

         Another common  type of  submerged drag conveyor which slowly lifts
the residue upward along a sloping  channel so that it has time to drain.
         The conveyor housing is  often reinforced concrete to resist the
corrosive attack of the acids which accumulate in the quench water.

Spray Quench with Conveyor

         An alternate system which avoids some corrosion problems of the
quench tank is the use of a water  spray to quench the residue as  it  falls
off the  end of  the grate.  The moisture pickup of the  residue is much less
with  this  system  although  it  is  more  difficult  to cool large, red  hot
clinkers  than by submersion. From  the spray quench the  cooled residue falls
into a belt or trough conveyor.

                               Furnace Wall

          Most of the plants that  were visited utilized  water-tube cooling
of  the furnace wall.    This type  of wall  has  been  translated  from
coal-burning to refuse-burning practice over the  period since about  I960.
In  some  cases  the  furnace  is  only partially water-cooled with the rest of
the wall formed of conventional refractory. In all  cases where wall  tubes
are used  these tubes  are a part of the boiler  flow system.  They are
pressurized to boiler pressure and they supply  a mixture  of heated  water
and saturated  steam to  the boiler steam drum.  Thus from  a flow standpoint
they are considered an integral part of the boiler system.
          However,  from  the standpoint of combustion, the  wall tubes are an
essential part of the heat recovery from the flame  that helps to  cool the
gases to  a temperature level that  is safe for  them to pass on  to the
superheater and boiler convection  banks. Thus the water-tube walls  of the
overall boiler system  are treated here as a  separate component  of the
combustion system while recognizing that they also constitute an important
element of the overall boiler.

Furnace Requirements

          The complex variety of  furnaces now in use has evolved because of
the interaction of several different requirements:

-------
                                  A-69
         •    Temperature: High pressure for steam  power generation versus
              low-pressure  steam or  hot water  for heating only.
              Low-pressure boilers  are much cheaper  to build,  operate, and
              maintain.
         •    Size:  Small furnaces need not be  water-cooled if waste
              burning rates  are moderate  because  the  high
              surface-to-volume ratio  of  the  small chamber facilitates
              cooling. Large furnaces  are more  likely  to  need water
              cooling because  the wall surface  is  relatively small in
              proportion to the  volume;  hence, normal  heat  loss through
              refractory walls  becomes insufficient  to keep the  refractory
              cool enough to survive.
        •    Fly Ash:  The  highly  variable but active chemical nature of
             the fine  ash produced,  which can foul  and  corrode water-tube
             walls and  boiler  surfaces.
        •    Refuse Heat Valve:  The  remarkable  increase  in heat value of
             European municipal  refuse  since World  War II,  which has
             markedly  changed  furnace wall design requirements.
        Residential heating  was converted from coal  to oil which produced
no ash  residue. Paper and  plastic packaging of consumer products became
widespread.
        In  a  1965  article, Mr.  R.  Tanner, father  of  the modern  water-tube
wall  refuse  furnace,  stated  the following:
             "For,  as  the  calorific  value rises,  the uncooled  combustion
             chamber leads  to  chamber temperatures  that  can  no  longer be
             controlled  by  air injection and fume  feedback  (flue-gas
             recirculation) alone.  Thus, the adoption of radiation heating
             surfaces  is  becoming  essential  for  refuse firing  systems as
             it has long  been usual in firing systems  involving higher
             grade fuels."*
In this latter  phrase, Tanner  was referring to the fact  that coal- and
oil-fired furnaces,  once refractory  walled, had by  the  late  19^0's,  been
largely changed to water-tube wall construction.
        A  significant goal of  heat recovery  in  these  waste-to-energy
plants is to  cool  the  exhaust gases  to a temperature level  of 117 to 260 C
(350 to 500 .F)  where  reasonably sized, high efficiency  electrostatic
precipitators  will  be  practical. However, up until  the early 1960's, there
was considerable reluctance  to  locate the waste heat  boiler  surfaces too
closely with  the  furnace.  In 1969, Hotti and  Tanner stated that a common
earlier attitude was: "The combustion  chamber must not be cooled.  Designers
thought that  cooling would not  permit  reaching  an adequately high
combustion temperature". However,  as  the heat value  rose, for  example, in
Berne,  the  average  heat  content rose from 1,160 Kcal/Kg (1,090  Btu/lb) in
1955  to 1,950 Kcal/Kg (3,510 Btu/lb)  in 196U, rising  furnace  temperatures
probably  caused increasing troubles with  refractory maintenance.
Accordingly,  Hotti  and Tanner  observed in 1969:  "The  trend of boiler
development steered mainly toward  adjustable radiation heating surfaces in
the combustion  chamber..." These same authors, Hotti  and Tanner*,  then
pointed out that at their next plant at Ludwigshafen  in 1967, "...the
radiation surfaces surrounding  the combustion chamber  can  be  studded and
covered with  rammed  material or,  alternatively,  stripped bare, as
required". An  earlier  plant  at  Helsinki  in   1961 had also used
Tanner, R., "The Development of the  Von Roll Refuse  Incineration System,"
Sonderdruck aus  Schweizerischen Bauzeitung, 83,  Jahrgang,  Heft  16,
(1965).
Hotti, G.  and  Tanner,  R.,  "Kow European Engineers Design Incinerators,"
American City, June 1969.

-------
                                   A-70
water-tube-walls.  Thus,  with  this company,  the  transfer of water-tube-wall
technology  from well-developed  coal-burning practices  to  waste-to-energy
plants occurred in the mid-1960's.
         Meanwhile, the first  large  water-tube-wall boiler,  264  tons/day,
had been installed at Sssen-Karnap in  1960 as  part  of  an existing
coal-fired  power  plant.* Pulverized  coal  was  fired above the refuse  fuel
bed.
         During the same period,  the  Martin grate, originally applied to
the burning of  brown coal,  was adapted  at Munich to water-tube-walled
furnaces for  the large-scale burning of municipal  refuse for power
generation.  Bachl  and Mykranz* described  the first Munich unit  in an
extensive article  published in Snergie,  in August, 1965. Pulverized  coal
was fired in a  separate furnace. In  a  second unit, the  coal was fired
directly above the refuse.

                         Secondary (Overfire Air)

         All grate-burning of  fossil fuels requires  overfire air jets above
the fuel bed for smokeless, complete combustion.
         Mass burning of refuse has very similar requirements. In  addition,
at very high refuse burning rates in large furnaces, the  turbulent mixing
provided by jets  is  of critical importance  in assuring complete combustion
of the furnace gases before they reach the superheater. If  this combustion
is not  completed  well ahead of the  superheater,  the ash deposits  on the
tubes  can become overheated by  the  hot,  burning gases and  tube corrosion
can occur as discussed under  Metal Wastage.
         As  with fossil-fuel  practice the application of overfire  air  jets
for mass burning  of  refuse is still  an  art and  from plant to  plant the
details  of  application vary considerably. Some  vendors  are much more
committed  to the application of highly intense overfire turbulence  than are
others.

Principles  of Overfire Jets

         To  abate  smoke formation  the unburned volatile gases rising  from
the fuel bed must be mixed rapidly with ample oxygen. If  this mixing  does
not occur  promptly the rich gases are  very likely to decompose  thermally
because of  the high temperature,  thereby releasing  fine  carbon particles
that  form smoke and soot.
         Because of the principle of prompt  and  early mixing just  described
the jets should be relatively  near  to the fuel bed. But  because of  the
construction of seme furnaces  this is very difficult to arrange from  either
the front  or rear  walls.  Accordingly  some furnaces are  equipped with
sidewalls  jets so that the jets can be located low in the furnace  on a  line
parallel to  the sloping fuel  bed. If such sidewall  jets are suitably spaced
and staggered  so  that the   opposing  jets  intermingle , mixing can be  very
effective. However,  if the jets  are  directly opposite each other and  are
too closely spaced,  they have a  tendency  to drive the  flame toward the
center of the furnace where oxygen may be deficient. Such  an  arrangement,
then,  can  cause a  longer flame to rise  out of the furnace  center. A few

-------
                                  A-71
plants  then  use tertiary jets  located higher up in the  furnace wall to make
sure that  rising tongues of flaming unburned gases  are  quickly mixed  with
ample oxygen.
        Because  of the  inherent  limitations  of  sidewall jets  just
described,  many designers  prefer front-wall  and  rear-wall or similarly
situated  jets,  because the main gas  flow can often be mixed by such jets
without  displacing the flame toward the center of the  furnace.
        In all cases,  whether  sidewall, front-wall  or rear-wall care must
be taken to avoid too intense burning in the immediate area around the  jet
opening.  As  the jet of air emerges into the chamber at  high velocity,  50 to
100 m/s  (164  to 328 f/s),  it  induces  rapid inward flow  of furnace  gases
along the  wall  toward the  jet.  If this rapid influx occurs in a region of
active burning the turbulent  flow induced by  the jet can cause intense
local burning and very  high  temperatures  that  can  deteriorate either
refractory or water-tube  walls  and  can  aggravate  slagging.  If  this
phenomenon is observed,  the solution  is  to reduce the  secondary air jet
pressure on the few jets involved to a level where the induction effect  is
minimal.
        If such  reduced  jet  velocity then  impairs  the desired mixing
effect in  the  main part of the  furnace, tertiary jets  should be considered.
        Usually the quantity of overfire air suppli-ed  ranges from 10  to 25
percent  of the total combustion  air,  primary  plus secondary.  Since most
furnaces  already  have ample excess air, the main objective of overfire air
jets is  to provide good mixing and not to add  air.  Thus additional air  is
usually less  important than turbulence for intense mixing. Thus small jets
introducing very high  velocity  air  are usually  preferable because  this
minimizes  the  amount of air added.
        Table  A-27 shows  the  range of jet  conditions  employed in  the
plants visited. Volune III points out the features of  each  installation  and
the drastic  changes that  have  been  made  at a few plants  to  improve jet
performance.  The art is still evolving.

                                  Boilers

        In this research on Refuse-fired Steam-and  Hot  Water-Generators
the most  important single component of the  plant and often the most costly,
is the boiler. However,  the word  "boiler" may  not  convey  the same meaning
to all engineers.
        In tnis  report,  boiler is defined  to  mean a  closed pressure
vessel,  a  set  of interconnected  tubes  and drums acting as a fluid system
containing water or steam or a mixture of the two  at  essentially a constant
pressure throughout that has a  function of producing  superheated water,
saturated  steam, or superneated steam.

Overall  Boiler Design

        It has taken a long  time for some waste-to-energy plant designers
to become  fully aware that refuse  is not coal.  Refuse is:
        •  More variable
        •  Less  dense,  but  subject  to  amazing variation in density,
             especially if very wet
        •  High in chlorine

-------
                                       A-72
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                                 A-73
         •   Always changing
         •   Usually has much higher alkali  content in the  ash
         •   Feeds poorly
         •   Can  lose ignition if  wet or  can  almost explode with
            threatening intensity.
         Boilers  and stokers, following well established design, have not
always been designed to  cope with  these  properties. Accordingly,
refractories, tube walls,  and superheaters have suffered.
         Some  designers  still don't seem  to  be enough  aware  of these
effects.
         On  the  other hand, in about  1965 or  1967, someone  in Martin and
Von Roll evidently began to perceive that the superheater must not  be
located  where,  even momentarily,  its  ash deposits could  become overheated.
Thus, the Paris  (Issy)  (1965) and Ludwigshafen (1967)  designs had  the
superheater  after a second,  open radiant, water-tubed pass.
         But Martin didn't use this again  until 1971 at Kezo-Hinwil  and
1972 at  Hagenholz. And  VKW even hung  the  superheater in  the  first pass as
recently as 1972 in Unit 5 at Dusseldorf. Then in 1976 at Krefeld  and
Wuppertal,  VKW  placed the superheater beyond the first  pass. Now in 1976,
Widmer &  Ernst at Werdenberg  has included the open second  pass  ahead of  the
superheater.
         Oddly,  when Von  Roll built Saugus  near Boston in 1975,  they
included  no  open second pass; but at Stapelfeld,  to be completed  in  1980,
Widmer & Ernst will.  So  the choice between the lower cost,  close-coupled
boiler-superheater arrangement, and the more  costly double-open  pass is
still not yet clear among  the various designers.
         There are good reasons for the  differences in plant design  that
were encountered and there is much evidence  of a continuing process of
evolution.  At  this time, 1977-78, it appears  that the current "best"
boiler-furnace  design  in use  for  large,  high-pressure  units is  the
completely  water-tube-walled furnace and radiant section,  studded  and
coated with thin refractory  in the intense  burning zone,  followed by one or
more long,  open,  vertical radiation passes  preceding a convection-type
superheater  and boiler-convection passes and an economizer.
         However, an emerging newer philosophy is  to  follow  the tall
water-tube-walled chambers  by a long horizontal  superheater and convection
section. This  is called  the "dacha"  boiler  because  of its  extended
horizontal  configuration.  Figure A-14  shows such a design for the proposed
Staplefeld  plant  at Hamburg. The  purpose of  this design is  primarily to
enable  all of  the  boiler convection  tubes  and, in many cases,  the
superheater  tubes as well,  to be suspended vertically in the horizontal  gas
passage. This  arrangement makes it relatively  easy to  remove and replace
failed  tubes from, the top.  It also facilitates the removal of  ash  deposits
from those  vertical tubes  by means of  mechanical rapping. Thus, the coalmen
threat  of the erosive action  of steam-jet soot blowers is  eliminated.  It is
too  early  to  tell how effective this cleaning method will be in the long
run.
         It  is  notable that the Stapelfeld (to  begin operation about 1979)
platen-type  superheater is preceded by  an open,  water-tube-walled second
pass to  assure that the superheater is  not  touched by excessively hot  flame
or  furnace  gases.  Furthermore, it  is in a  location  sucn that it  is
completely  shielded from furnace radiation. A similar design  philosophy is
apparent at the  Werdenberg and Zurich plants.  3oth of these factors will
combine  to  keep the ash deposits on the  superheater from becoming  heated to
the point that chlorine may attack the metal.

-------
                           A-74
FIGURE A-14.
DACHA TYPE  SUPERHEATER AIO 30ILER
CONVECTION  A5LRA-\'GE>£:™ FOR PROPOSED
STAPELFELD  ?1A.\'T AT '-AHBU7.G  (COURTESY
WIDMZR  i  ER.\'ST) .   S - Suparhaarar
                   B - Boiiar Cor.vecric

-------
                       Tube and Wall-Cleaning Methods

         In conventional boiler practice,  the  accepted  method for removing
ash and  carbon deposits periodically from the heating surfaces is by means
of steam-driven jets or "soot-blowers." However in refuse-burning practice
most plant operators have  quickly  learned  that the  high-velocity jets of
water slugs and steam from steam soot blowers can accelerate corrosion by
removing  too much of the ash deposit.  As discussed under metal wastage,  the
ash deposit serves as a protective layer and corrosion inhibitor. When the
bare tube metal is  exposed once or twice a day by excessive soot blowing,
high temperature chloride corrosion can be very rapid.
         Accordingly some plants have  abandoned soot-blowing completely.
Many have learned to use the soot blowers sparingly and then only in those
locations where occasional surface  cleaning is particularly important  to
satisfactory operation. Some have turned to compressed air blowers to avoid
any possibility of  having slugs of steam-condensate being  blasted against
the tubes during soot blowing. Others have arranged the convection surfaces
so that  they can be shot-cleaned  jy  a  periodic or continuous cascade  of
steel or  aluminum  falling shot. Others use mechanical  rapping of vertically
suspended tube banks.
         Tables A-28 and A-29 list  the  various furnace-boiler cleaning
techniques employed at the plants visited.
Steam Condensers

         At times  when the connected energy demand is low,  some  quantities
of steam must be condensed  in  either water-cooled or air-cooled condensers.
This is done at 5 of 15 plants as  listed below:

-------
A-76















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                                A-77
            TABLE A.-29.     METHODS USED TO CLEAN TUBES AND
                            WALLS OF EUROPEAN REFUSE-FIRED
                            ENERGY PLANTS.


A.  Automatic Remote Controlled Soot Blowing

          1.  Fixed Position - rotary motion
          2.  Retractable Positions - spiraling motion
          3.  Steam
          4.  Compressed air

B.  Mechanical Rapping

          1.  Automatic continuously operating hammers
          2.  Sledge hammering of boiler tube bundles by operator
          3.  Unbalanced compressed air vibrator

C.  Automatic Shot Cleaning

          1.  Falling aluminum shot
          2.  Falling steel shot

D.  Chemical Additive

          1.  Blowing inorganic "Gamlenita 8" dust to soften deposits

E.  Non-Chemical and Manual Cleaning of Cooled Furnace

          1.  Compressed air manually operated nozzles
          2.  Small miscellaneous brushes
          3.  Manual scraping
          4.  Pneumatic hammering
          5.  Powered rotating wire brush for fire-tube boiler

F.  Chemical anc1 Manual Cleaning of Cooled Furnace

          1.  Soak with alkali, sodium carbonate or other chemicals
          2.  Rinse with high pressure water jets
          3.  Soak again
          4.  Rinse again
          5.  Scrub with brushes, pneumatic hammers and other tools
          6.  Sand blast difficult deposits.

-------
                                   A-78
          Boiler/furnace design conditions are shown in Table  A-30.
Boiler heat release rates are shown in Table A-32.    Comparative
energy recovery figures for Harrisburg, PA.; Gothenburg,  Sweden;
Zurich, Switzerland and Duesseldorf, Germany are shown in Table  A-31.
Steam  Condensers

         At  times when the  connected  energy demand is low, seme quantities
of  steam must be condensed in either  water-cooled or air-cooled condensers.
This is done at 6 of 15 plants as  listed  below:

                Plant                       Mode of Cooling Steam
             Werdenberg                              Air
             Baden-Brugg                             Water
             Wuppertal                               Air
             Hamburg:Stellinger-Moor                  Air
             Zurich:Hagenholz                        Air
             GothenburgrSavenas                      Air

                    Supplementary  Firing  of Fuel Oil,
                         Waste Oil and  Solvents

         Number 2 Fuel Oil  can be fired at  five of  the  surveyed plants.
Waste  oil and/or solvents  are fired at  three plants, as shown in Table A-33.
                  The reasons for  supplementary firing are:
         •   Emergency standby backup
         •   Routine firing when refuse burning ceases on weekends
         •   Preheat the RFES upon startup
         •   Keep  boiler  and  electrostatic precipitator "hot" to prevent
             dew point corrosion when unit is down
         •   Supplemental fuel oil keeps furnace temperature at legal limit
             for destruction of pathogens, etc.
         •   Additional energy for routine uses.
         In  designing a total system, it  is important to  also  consider  the
various reasons  for not  spending funds  to install such supplemental firing
features.
         In  each  case listed  below,  the  facility provides base  load
interruptable energy. Often,  if the refuse  to  energy  plant  does not  have
continuous  responsibility  (as  in the interruptable situation) the revenue
per 1000 pounds of steam is less.

                The reasons for no supplanentary firing are:
         •   Hot water to  a district heating  system where the system  has
             other oil fired district heating stations
         •   Industrial process  steam  to a user  that maintains  his  own
             older  conventional boiler ready for startup should there be an
             interruption  in the supply of refuse derived steam
         •   Electricity to  an  electric network  where the loss of refuse
             derived electricity would  have  Ittle effect on  total  network
             operations
         •   Drying and burning  of  sewage that  can be postponed several
             hours or days if the sludge  storage tanks are large enough

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                                 A-83


         •   Energy to a physically  adjacent conventionally fired energy
             plant where the total standby responsibility rests with  the
             neighboring plant
         •   A  regional plan  that  mandates waste oil treatment and burning
             at a distant facility.
         Only 5 of the 16 plants  described were designed  with key functions
being served  by fuel oil, waste oil  or solvents.

                 Co-Disposal of Sewage Sludge and Refuse

         In 1977, the Europeans were well advanced over North Americans in
the  combined  destruction  of refuse and sewage  sludge within the  same
system.  Seven (7) such plants were visited in Europe.  Several other  plants
are identified as  well. Of  note is  that each  of  the  six major European
manufacturers visited during this  project have a co-disposal  system in operation.
         Most processes involve several stages of drying  as  listed in Table
A-34.a.   Typically, a  unit operation will convert incoming raw sewage sludge
at 9^-96  percent moisture  to a  70-80  percent moisture. At this moisture
level, the sludge has a thick consistency that can lead to dramatic further
moisture  reductions  down  to 5-20 percent.  The  third stage of several
processes is  to combust where, by  definition,  the moisture content  of  the
sludge goes to  zero. Thirty four (34) such systems are listed in Table A-34b.
         From a reliability standpoint, each of  the described processes
does work a respectable part of the  time. Unfortunately,  economic data  was
not available for enough systems to  perform any kind of economic analysis.

                     Air Pollution  Control Equipment

Particulates

          The emergence of  the refuse-fired  steam  generator in Europe in
the 1960's was a direct result  of the  growing  desire  for pollution
control—especially control of  flyash that  made  nuisances of many  old
incinerators. That is,  the  very  dusty, hot  gases  from  the incineration
process  had  to be  cooled before practical high efficiency flyash control
could be applied. The most logical means for cooling  that gas is by means
of a  boiler  to produce useful hot water or steam.  In seme cases,  usually
anall plants, where energy recovery  was not attractive,  the gas cooling  has
been  achieved  not  through  heat  recovery but by means  of  water sprays or
air-cooled heat exchangers.  However  this wasteful  practice has not  become
widespread.
          Regardless  of the  method used for cooling  of the dusty flue gas,
the almost universal method  for particulate removal  from  the partly  cooled
gases has  been electrostatic  precipitation,  (ESP).  Here again  the
considerable  experience already  developed in coal-burning practice  was
available to guide the application of ESP's to  RFES. One attempt was made
to apply cloth  filtration (baghouse) at Neuchatel  but, although the  system
is still in operation,  the results obtained were not  outstanding.
          Table A-35 shows the characteristics  of the SS?' s at the  plants
visited.

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                                                    A-84.a.
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                                 A-87 '
Precipitator Maintenance

         Reliability of ESP ' s has  been  excellent except where  the inlet
gases have  been too hot:  above about  250  C (482 F). This  has  caused very-
rapid corrosion  and deterioration of the precipitator. In most cases this
overheating has been caused  by an unanticipated  increase in the  heat value
of "the  municipal refuse or wearing grate systems. Then  if  the boiler
heating surfaces were not amply designed to  cope  with  the  resulting
excessive  heat  release in the boiler-furnace,  the gases  pass  on  to the
precipitator at high enough  temperature to  cause serious corrosion. In some
cases this overheating may not occur until toward the end of a  long  period
of operation  when the heating surfaces  are heavily coated by ash. Many
plants then  shut down for through  boiler cleaning, usually after 3000 to
4000 hours.

Gases

         Some attention  is now  being  given to  controlling gaseous
emissions - HC1,  HF and SOg. However  these gases are not  emitted in high
concentrations, and their  ambient levels in the vicinity  of  even the
largest plants  is probably so low  that  no attempts have  been made  to
measure nor  to  estimate them continuously in  the surrounding air. Instead
their control  is  now being considered just  because they are perieved to be
a  problem. At present only in West Germany are new or modified plants now
required  to control gaseous  emissions to the following levels  (at 0 C,  32
F, corrected  to 7 percent 003):

         HC1:   100 mg/Nm3 (62 ppm)  0.083 lb/1000 Ib gas
         HF:     5 mg/Nm3 (11 ppm)  0.008 lb/1000 Ib gas
         S02  500 mg/Nm3 (175 ppm)  0.46 lb/1000 Ib gas

         Accordingly only in Germany are scrubbers being tried. None was
working satisfactorily at the  plants visited. However, except for  the very
major maintenance problem always  caused by the corrosiveness  of  acidic
scrubber  water, air emissions  of HC1  can probably eventually be  controlled
because  it is highly soluble in water.  HF should also  be absorbed in a
scrubber  but  the  scant data available on HF emissions  indicates  that the
German limit of 11 ppm at 7  percent CC>2 is readily met without scrubbers .
Similarly,  the sulfur content  of refuse is so low and the  probaible capture
of  25  to 59  percent of the  sulfur by the alkalis in the ash means that S02
control will  often  be  unnecessary  to meet  the 175 ppm  emission limit in
Germany.
          One vexing aspect  of scrubbers is that the saturated gas leaving
the  scrubber often creates a highly visible white steam  plume. It may
actually  be a  very  clean  plume  but its  appearance  calls attention to
possible emissions.  Also if conditions are such as to  produce large water
droplets  in the  plume  the  resulting "rain" will  be  acidic because no
scrubber removes  100 percent of the acid gas. The  solution  to a white plume
and  its  acid rain is to reheat the  plume to about 80 C (176 F)  by means of
steam-heated  heat exchangers. However, reheaters consume energy and are
subject  to plugging and corrosion. One practical  solution  to this problem
will be used  at Wuppertal. The plan  is to scrub a major part  but not all of

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                                A-88


the gas to a  level  surpassing the allowable limit, meanwhile bypassing the
uncleaned portion  of the hot gas to  a  mixing and reheat  section.  The
resulting reheated  mixture  can then be discharged without visible plume or
acid rain while still being within the allowable emission limit.

Measured Gaseous Emissions

         Table A-36. shows the results  of  emissions measurements at
selected plants.

Gaseous Emission Limits

         Table A-37. shows the emission limits  applicable to refuse burning
in the  countries visited.
         So  far  only in Germany and  Sweden is there any limit on gaseous
emissions, and  even in Sweden the  value of 40 mg/Nm3  (approx.  20 ppm) of
total  acid  gases is not  a  limit but  a signal: if a plant exceeds that
emission level it must undertake a study of  feasible means  to control
emission. Presumably then  actual control requirements will depend on the
cost of feasible  control  and whether  the need for improvement in local
atmospheric quality levels warrant that expenditure.

Trends  in Emissions Control

         As  can be seen from Table A-37 and the  prior  discussion,
particulate control in these  plants  is excellent and high  standards are
regularly achieved. There  is no strong trend  in Europe to further control
particles nor to  control  gaseous emissions. Many agencies appear to be
awaiting the  demonstrated  effectiveness and  reliability of the acid gas
scrubbers now going through normal problems  of startup in  Germany at
Wuppertal,  Krefield and Kiel.  If  these eventually prove out to be as
effective, maintainable and cost effective as ESP's there  will  probably be
a trend to apply them more widely, especially in densely populated areas
where ambient  pollution levels are high. On the  other hand, since there are
no  data to demonstrate the specific  needs for elimination of HC1 and HF
from the ambient air, if their removal turns out to be as formidable a task
as S02 control has  been for coal-fired plants, the control of HC1 and HF
emission may  become limited to those situations  where a specific measurable
need can be shown.

                     Start-Up and Shut-Down Procedures

         Detailed comnents  about such procedures were  obtained at four
facilities.  Starting up  a unit  can take anywhere from  2  to 24 hours
depending on  how much the furnace had cooled from the last firing.
         Often  a  light  oil burner  is used   to preheat the boiler and
electrostatic  precipitator. A slight  variation   is that the  oil burner is
almost always kept  on upon  shut-down to prevent dew point-corrosion of the
boiler  and electrostatic precipitator.
         At  some of the  plants the importance of a uniform  and controlled
rate of increase in burning rate is  recognized   as an important factor in
minimizing equipment overheating and elaborate procedures are  specified to
assure  that objective.

-------
                                     A-89
                                                           3
                      TABLE A-37.    EMISSION  LIMITS,  mg/Nm*
                                     (Parentheses  indicate C
                                      which  the  concentration  is  adjusted)
                            (Parentheses  indicate CO.  level  to
COUNTRY
W. Germany
Switzerland
P ARTICULATES
mg/Nm
100(7)
100(7)
HC1
ag/Nm3
100(7)
500(7)
HF
mg/Nm
5(7)
_
so2
mg/Nm
500(7)
300(7)
    France         1  tonne/hr 1,000(7)
                 1-4  tonne/hr   600
                 4-7  tonne/hr   250
               7-(15)tonne/hr   150
             over (15) tonne/hr    30*-' '
    Holland
    Sweden
                       100(7)
                       180(10)
0(10)
                                           (b)     (b)
                                                                      (b)
    Denmark      small plants   180(10)
                 large plants   150 (11)   1,500
    USA                         180
    (a)
    (b)
    (O
Estimated from incomplete data.  May be 150 mg/Nm^
Total acid equivalent - Exceeding this total, 40 mg/Nm3 for all acid gases,
feasible control system.
         SO., plus SO .
The conversions to volume units are:

                           HC1
                           HF
                            multiply mg/Nm^ bv 0.62  to  get  ppm
                                            "  1.12  to  get  ppm
                              "        "    "  0.35  Co  get  ppm
To convert parciculates: mg/Nm^ to grains/set", multiolv bv  .00043

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                                  A-90


                                CONCLUSIONS
                            (And Comparisons of
                        U.S.  Versus European Practice)

         The following  conclusions  are arranged in  order  of their
discussion in the evaluation volumes and not in order of  importance.
         Major  conclusions have been presented  in a.  previous section.


                           World Wide Inventory
                         Of Waste-to-Energy Systems

         •   The  "3attelle Worldwide Inventory of Waste-to-Energy Systems"
            shows (as of March 1979) 522 locations where  daily operating
            plants have,  are or  will process waste  into energy.   Also
            included are several large  pilot and demonstration plants.
         •   Were  all waste-to-energy systems consuming  bark bagasse, waste
            oil, waste solvents, etc.,  known,  our estimate is that  well
            over 1000 systems exist and operate on a daily basis.
         •   Very few of the plants opened since World War  II have  closed.
            Plants typically operate for 25 to 40  years.
         •   Plants have been  producing  electricity from household  refuse
            since before the term  of the  century although not  always
            continuously: Hamburg  (1896), Paris (1903),  Zurich (1904)  New
            York  (1905), etc. The European systems have been replaced by a
            succession of refuse to energy systems.
         •   On the  average,  there  are two  furnaces  per system.   Some
            systems have up to six furnaces.
         •   The average furnace capacity is 232 tonnes  (255 tons) per day.
         •   During  the 1977  survey  period, the  U.S.A.  had about 9430
            tonnes  of installed  capacity and was consuming less than 5000
            tonnes per day in waste-to-energy systems.   This compares  to  a
            1977 worldwide capacity of  101,937 tonnes.
         •   This converts to  0.0436  Kg (0.0959 pounds) total generation
            per  U.S. person  per  day.  If plans hold true and there are not
            further closings, this per  capita figure should rise to  0.1818
            Kg (0.4  pounds)  of  waste per  person  per day
            converted to energy in the  U.S.A. by 1983-
         •   Japan  has more systems and processes  more waste than any other
            country. However,  due to  the high moisture  content, very
            little useful energy is produced for sale.
         •   The Central  European  countries  of West Germany, France  and
            Switzerland have concentrated  on  high  temperature steam
            systems for electrical production and  district heating.
         •   Scandanavian countries use more refractory wall furnaces  with
            waste heat boilers to  produce hot water for  district heating.
         •   Sewage  sludge is  dried  and  usually  disposed of by the energy
            in refuse in 25 co-disposal systems worldwide.

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                      A-91
The U.S.A.  inventory shows  31  systems that are major pilot
plant  or demonstrations.
In the  U.S.  we  have tried to  develop new approaches to enjoy
recovering while the remainder of the world  has  continued  to
build  mass burning energy recovery systems.

          Communities and Sites Visited

Generally speaking, the sampling of  15 European communities  is
a fair representation of those U.S. communities  that might
undertake resource recovery with respect to collection areas,
terrain, boundaries and population.
Waste  shed  populations  served by  single plants range from a
winter  population of  20,000 in Dieppe  to  a year-round
population in Paris.
Many  of the  plants are most attractively designed,  landscaped
and located in residential or downtown business areas.

             Separable Waste Streams

This  report,  while mainly concerned with  the  treatment  of
household,  commercial and light  industrial waste,  also
discusss treatment of other waste  streams within  the same
plant  gate.   The total list follows:
- Household,  comnercial and light industrial  (typical
  garbage truck loads)
- Bulky household and large industrial waste
- Waste water and sewage sludge
- Source separated material (paper, bottles,  etc)
- Materials  from front end separation  -  but without
  shredding  (white goods, tires, copper  in motors)
- Waste oils  and solvents
- Industrial  chemicals and hazardous  wastes
- Animal waste
- Street sweepings
- Construction, demolition debris and  ash
- Junk automobiles
Many  facilities  have been  planned  with the various component
activities for synergistic benefits.
One example is the odors that are  collected  in a new rendering
plant and are piped 100 feet to  the  refuse fired energy plant
for destruction.
Another example are the seven plants  out of  thirty viewed that
use the energy content in refuse to  dry  sewage sludge prior  to
burning the  sludge  or land disposal.
Finally, there are  industrial and hazardous waste  processes
needing a  high  temperature and  long  residence time.
Afterburning may be offered by a high temperature  refuse
furnace.

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                     A-92
          Collections and Transfer Stations

Compared to America, there is more collection in Europe by the
public sector.
In several cities there is labor representation in traditional
management functions.
There  are  occasional computerized  systems for  route
management, fiscal control and  billing.
There  is  a clear trend  away  from  the open top metal  refuse
container in favor of rubber, plastic or paper containers.
As in  America,  collection costs represent 70 to 90 percent of
the total solid waste management costs.
Assessment methods for  collection and disposal  vary  widely
from city to city.
European  collection vehicles have similar features, options
and size ranges as in  the U.S.  However,  due  to smaller and
winding streets, the size  distribution is different.  This
results in a smaller average size vehicle.
Collections are  made 5 or 5-1/2 days per week.  Collectors work
5 to 8 hours per  day.
Due to  the increasing energy value  of  refuse, and limited heat
capacity  per furnace  many plants will no  longer accept
"hotter"  industrial solid  waste,  (pallets, cardboard,  rubber
and plastic trimmings)  some systems wet  this  "hotter"  waste
before burning.
Transfer  station systems  are being developed in Europe as in
the U.S.

               Composition of Refuse

While there will  be excursions  below and above this range,  the
moisture  content normally  varies  from a low average of 22.5
percent to a high average of 32.5 percent.  The average  among
six facilities was 27.1 percent.
European refuse has been rapidly approaching the composition
of American waste as Europe  has continued  to "modernize" its
way of life.

             Heating Value of Refuse

Because of the hydrogen content in  refuse  the  higher heating
value  (HHV) conventionally used  in the U.S.  is  roughly 7.0
percent higher than the lower heating  value  (LHV) as used in
Europe.
Recently the lower heating value averages varied from 1600 to
2800  Kcal/kg (2,850 to  5,000 Btu/pound)  (6690 to 11,700
Kj/Kg).  Simply adding 7  percent  increases this  to (3050 to
5350 Btu/pound).  Thus today, European  refuse contains almost
as much energy  as does  American waste. This is a major shift
from 25 years ago.
The heating values, which have  risen  dramatically since 1945,
are expected to  begin stabilizing as citizens  become more

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                    A-93
conservation conscious, as petroleum becomes more precious  and
as material needs become satisfied.
The dramatic rise  in  heating values has adversely  affected
facility  performance.  Boiler tube  corrosion  has increased.
Downtime is up  as  well  as  maintenance  costs. Many units have
eventually been derated. As inferred above  some 10 or 15 year
old plants have  discontinued receiving  "hotter"  industrial
waste in an attempt to  reduce the overall average  heating
value  to  design values.
"Hotter" waste  is  inherently neither good nor bad.  However,
the designer must have  a correct prediction  of what his unit
should expect over its  reasonable life.

    Refuse Generation and Burning Rates Per Person

Most  facilities  viewed accept household,  commercial and light
industrial waste for burning at about these rates:
- 318  kg  per person per year (household and light
  conmercial)
- 45 kg per person per  year  (other commercial and light
  industrial)
- 363  kg  per person per year (total normal)
- 800  pounds per person per year
- 1.00 kg per person per day
-2.2  pounds per person per day

         Development of Visited Systems

The primary motivation  for constructing refuse  to  energy
plants in Europe has  been to replace  an existing landfill,
compost plant or incinerator or to add additional incineration
with  heat recovery capacity. However, dramatic changes  in  the
world energy  supply will affect future  attitudes  as
wast e-to-energy.
At  none  of the  15 major  and 15 minor visited plants did. anyone
indicate to  these authors that the primary  motivation  was
connected with energy  i.e.  cost savings  from free fuel,  energy
conservation or unavailability or other  energy  forms.
Citizen  and  elected local official's  perception of harmful
effects from landfills  is greater in Europe than America. This
U.S.  perception may be  changing due to relevations about  the
"Love Canal"  at Miagra  Falls. Relevations  that  60  to 80
percent  of  the American municipal  waste landfills have
accepted hazardous waste are also bound  to increase  the
American citizen's perception  of the  hazards of unfcrolled
landfilling.
Many  Europeans in moderately  populated areas have greater
concern  for  the destiny of land  than  Americansninisimilar
areas.
For  many  years,  European  federal  governments have
energetically supported refuse-fired energy plants at  the same
time  that the U.S.  Public  Health Service and  USEPA were

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                        A-94
innovatively developing and encouraging the sanitary landfill
concept.
A corollary is  that because many Europeans did not  learn about
or develop enthusiasm for the sanitary landfill, they  turned
to  one of the  other  two key disposal alternatives:  either
composting or refuse to energy plants.
Many European equipment  vendors have not joined the American
thrust  towards  refuse  derived  fuel  and co-firing and hence
such  technical  options  have not  been readily commercially
available in Europe. Many of these vendors have expressed the
following  attitudes  toward co-firing of  refuse and coal,
resulting in little continental enthusiasm. These authors are
journalistically  reporting  actual  attitudes  and  do not
necessarily attest  to  the scientific validity  of  the
statements:

-  "You should not burn refuse in the same combustion
   chamber with  fossil fuel (coal, oil or gas). The  high
   temperature of the fossil fuel will melt the fly  ash.
   This fused and sticky fly ash will hit the wall or super-
   heater tubes  and instantly freeze a hard deposit  that
   quickly reduces thermal efficiency. The more brutal tube
   cleaning methods needed will likely break large and hard
   deposits off  thus leaving bare tubes now exposed  to new
   corrosion. Many refuse furnaces equipped with auxiliary
   waste oil jets no longer use them - even though the waste
   oil may be free."
-  "Front-end preparation systems have a history of  jams and
   other mechanical problems that reduce reliability and
   increase costs."
-  "Seme Americans are under the false impression that a
   homogeneous fuel is needed for steady steam output. Our
   European systems do not need a uniform fuel. Attem-
   perators (desuperheaters) and temperature sensing analog
   computers can carefully control steam temperatures to
   plus or minus 5 C. degrees.
-  "Explosive material in a shredder can cause explosions
   and fires inflicting destruction and occasionally loss of
   of life. The  same explosive material in a furnace ex-
   plodes usually without harm to the furance/boiler.
   (During the tour Battelle heard stories of explosions but
   no incidents  of damage were reported to the authors.)
   "Why do the Americans waste all that effort and cost  in
   preparing the refuse. We just throw it into the pit,  mix
   to a relatively uniform charge and drop it into the
   furnace hopper."
In  general, net  operating costs  per ton, after  sale of
resources recovered, have always been two to four time  greater
in  a refuse to   energy plant than in a landfill of prevailing
practice at the  time (of design or of construction).
Regarding leachate, the  U.S.  approach has been to "correct"
the problem by operating a better landfill. Europe's approach

-------
                        A-95
has  been  to "avoid" the problem  by burning the refuse and
recycling  the ash into useful products.
Composting, very fashionable in Europe 10 to 20  years ago, has
fallen as  a  chosen alternative because large volume,
consistent product markets could not be maintained.
In five of the visits, the plant was a replacement for  refuse
to energy plants that had served the community for many years.
Satisfaction  with  refuse to energy operations  of  over  8
decades  naturally enforces  the  momentum  to  continue  with
resource  recovery.  Hamburg, W. Germany has been producing
electricity form refuse  since 1896; Zurich since  1903.
In sumnary the European  attitude might be stated  as follows:
- "We don't like landfills
- We don't think that a  compost product can reliably be sold
- American type front-end resource  recovery seems to be
  needless because of the high  processing cost, low
  materials revenues and that the energy plant doens't need
  the uniform fuel
- So what's left?
- Refuse fired, mass burning, energy production
- If we have to pay more for  proper disposal, so  be it."
We predict that  in time,  Europeans  wil learn  more about the
advantages of a sanitary landfill.  Perhaps  also  in  time, the
American  front end processing  systems utilizing  refuse derived
fuel (RDF) will mature and be attractive to  European decision
makers as  a reliable and economical alternative.
There  is  one  sour  note regarding future refuse  to  energy
systems.    The  Swedish Government  has adopted a  policy of
disfavoring further construction of refuse to energy systems.
The  SOg acid  fallout is extensive  in  Sweden.   About 10,000
lakes are  "dead" because of  an  acid condition and more lakes
are  affected  each  year—primarily from sulfates due to fossil
fuel (coal and oil) burning  throughout not only Sweden  but all
Europe. There is  concern about mercury already in some  lakes
from industrial wastes and in batteries and  florescent  tubes
evaporated in refuse burners. Some  claim  that this mercury
will more  quickly convert to more  readily assimilated  methyl
mercury when in these acidified lakes.

              Total Operating  System

The  report presents single tables  which show for a unit of
time,  tons refuse  processed, ash output, energy output,
efficiency, operating hours, steaming rate,  air  pressure,  etc.
A detailed review of these tables with concentration  on  ratios
between  operating  variables  should improve the reader's
understanding of the total operating  system  and how one
activity affects another.

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                                  A-96
                        Organization and Personnel

        •   Each of the  30 systems visited  in  Europe was owned by  either
            the local municipality or  a not for profit  authority.  Of the
            15 plants  studied in detail, cities own 8,  authorities  own  6,
            and  a nationalized  electric  company  owns  one.    To  our
            knowledge, private enterprise does not own  any daily operating
            resource recovery systems in Europe consuming municipal waste.
        •   The 120 observed job titles  can be condensed  into 55 personnel
            categories.
        •   Potential  economics  of scale  for large plants were often
            negated by establishing  too many  job categories and placing
            too many people into them.
        •   Rather than  hire permanent employees, many  plants extensively
            use outside  services.
        •   The program of education, training and experience varies among
            countries.  The  Germans have a.  very  rigorous program  of
            schooling,  navy  or merchant marine  boiler room  experience,
            more  schooling  etc.   Other countries  however emphasize
            on-the-job training.
        •   The majority  of  furnace/boiler operators  and  plant managers
            have had sea experience.

                                Economics

Capital  Investment

        •   Capital investment costs per daily ton capacity  have increased
            5 fold during  the past 10 years.  The 1960-1968  "capital  cost
            per  daily  ton"  ranged from  $13,000 to  $15,000 at three
            surveyed  plants.   The average for  all 15  plants  was about
            $35,000.    The  three  later  plan.ts built  in  1975 and  1976
            averaged  about  $70,000.  Plants in  the  early  1980's could
            initially  cost over $100,000 per daily ton  capacity.
        •   Of special  note  is that  the three  co-disposal  systems
            (Krefeld,  Horsens,  and Dieppe)  have higher than average
            capital costs. Considering the  accompanying equipment, this  is
            understandable.
        •   Seven  reasons are  discussed as contributors to this dramatic
            rise:
            - Inflation
            - Exchange rate devaluation
            - Corrosion  protective equipment designs
            - Architecture and landscaping  for neighborhood acceptance
            - More complex energy use systems
            - More air pollution control equipment
        •   American systems, for  the  same  point in  time,  were usually
            less expensive than European systems.
        •   The American systems do  not have  as many  "bell and whistle"
            design features as the European systems.
        •   the American purchaser  has not  previously  feared corrosion
            enough to  demand protective  features.

-------
                                A-97
        •   The American  buyer  often concentrates more on the lowest  bid
            while the European buyer  prefers a reliable system that he  and
            the conn unity  can be proud  of.
        •   Most European  systems  have very  aesthetic features of
            architectuure,  landscaping,  conference rooms, offices,  shower
            and locker  rooms, etc.
        •   There are  enough  systems in Europe that personnel can  choose
            among the  many  plants.  Decision makers believe  that  the
            aesthetics, safety  and  worker comfort features are needed to
            attract  and hold qualified  employees.
        •   The  essential difference,  however,  is momentum.  With  275
            systems  to  visit and be familiar with  features,  the European
            buyer knows and appreciates  his options. To some extent,  there
            may be  peer  pressures  to  have an  excellent system.  We
            Americans  have  not  been exposed to enough facilities to have
            developed the  same Continental appetite.

Expenses, Revenues and Net  Disposal  Costs

        •   Conmunities that  have insisted on extra "chute-to-stack"
            design and operating  features to increase reliability have
            benefited by having lower net  disposal  costs.
        •   The four refractory wall furnace/waste heat boilers surveyed
            each had net disposal costs lower than  the average for all 15
            plants surveyed.  Hence  American buyers should think also of
            the refractory  wall furnace and  waste heat boiler when
            discussing  the "European  Technology".
        •   The plants  averaged $27 per ton for total gross expenses.
        •   Removing  the  small and most  expensive plant at Werdenberg
            yields an average of $24.33 per ton total expense.
        •   With the exception  of Werdenburg,  there seems  to be  little
            effect of plant  capacity  on total  expenses  per ton of refuse
            processed,  i.e.,  there  seems to be  little if any economy of
            scale.
        •   Revenues  from sale of  energy averaged about $7.50 per  ton
            throughput.
        •   All  5  of  the  15 systems  receiving  the highest revenue  per
            refuse input  ton  are  providing energy to district heating
            systems. Their average  revenue is $9.76 per ton.
        •   All 5 of the  15 systems receiving the lowest revenue  per
            refuse  input  ton  are  adversely affected by very competitive
            fossil fuel or  nuclear  electrical power stations.   Their
            revenue  averaged $5-30  per  ton.
        •   As the price of  conventional  fossil fuel rises higher than  the
            average inflation rate,  there is a potential for the revenue
            from energy sale to rise, resulting in declining net disposal
            costs and tipping fees.
        •   The  1974 Nashville Thermal Transfer Corporation with a  net
            disposal cost  of $2.00  per ton and the new 1980 Akron system
            having  estimated  costs  of $3-50 per ton have  excellent  net
            costs to tax payers  because  of the  high steam price paid by
            district heating  customers  of $6.00 and $5.50 per  1000 pounds

-------
                               A-98
            steam  respectively. Assuming  5,000  pounds of "reasonable
            quality" steam  can  be produced  from one  ton of  refuse,
            revenues at Nashville and Akron would be around  $30.00  and
            $27.50  per ton of refuse.  In no way could  such energy revenue
            be raised by sale of electricity alone. No European system
            observed had such low net  disposal costs.
            Those plants that processed their ash into  ferrous scrap  and
            road  building  aggregate received  about  40  cents per  ton  in
            revenue but avoided about $1.00 per ton  in landfilling of  ash
            per refuse input ton.
Refuse Handling
        •   For furnace feeding all plants  observed have the system  of
            "pit crane mixing and  loading into the feed  hopper".  No plant
            observed  has the American system of  dumping refuse onto the
            floor,  moving it by front end loader onto conveyors, etc.
        •   Crane operators are situated in the stationary control  rooms
            along  the  front  side  or back of  the  pit. This is in contrast
            to many  American  systems  where  the  cab is located  on the
            crane.    European  designers have concern for operator safety
            should  there be a pit fire.
        •   Most modern  plants, especially in Scandinavia, use
            plastic-magnetic cards  inserted by truck drivers on entry  as
            part of the automatic weighing and billing system.
        •   Large plants usually have a separate weighing station  while
            very small plants have the weighmaster actually inside  the
            plant control room.
        •   Many  plants  shear  bulky  combustible  objects  (desks,
            mattresses, couches, etc.) in a  powerful scissors shear for
            size reduction to pieces less than 1 m (1 yd) in length.
        •   Many plants have  large separate containers for receipt  of
            ferrous metals, cardboard,  bottles which can  be recycled.
        •   Source  separation progrms for newspapers, cardboard, bottles,
            cans,  etc. will  not  substantially  detract  from  energy
            production.
        •   Many Northern and a few Southern  European plants  have enclosed
            tipping halls.
        •   Most systems  have doors between  the tipping floor and the  pit
            (1) to  keep odors inside when the system  is closed,  (2)  to
            permit a higher negative pressure and thus better odor control
            when operating and (3)  to increase the effective volume  of the
            pit for refuse storage against a  few of the closed doors.
        •   Most pits are designed to hold 3-5 days volume of  refuse.
        •   Most pits are equipped with fire  control devices.
        •   Most plants have at least two cranes to provide redundancy.
        •   A key  crane operator function is to mix incoming refuse prior
            to loading into the hopper.

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                                    A-99
Grates and Primary  Air
            Burnback is common  in hoppers and feed chutes.  Some  are
            water-cooled.
            Thirty-five (35) independent grate systems are available from
            vendors.
            European  grates  are  designed for "mass burning", i.e.  the
            refuse is burned essentially as  received from  the typical
            household  garbage  truck.
            The only  commerically  operating  municipal refuse systems in
            Europe known to these  researchers which are not mass burners
            are in England. One  is  a  suspension  fired boiler at the  I MI
            plant in Birmingham, England. The other is a Portland Cement
            plant in England.
            Most European grate  vendors are skeptical regarding  the
            long-term  commercial  viability of suspension fired systems
            instead of grate systems.  As explained before one concern is
            the additional costs of preparing the refuse  derived fuel
            (RDF).  Another concern  expressed by many vendors is the high
            temperatures usually experienced when  co-firing  with a
            conventional  fuel  such as coal, oil or gas. The flue  gas
            temperature and sticky deposits  form on  boiler tubes that
            reduce heat transfer efficiency  and  occasionally can block
            sections  of  boilers.  When  these deposits are finally  blown
            off,   the  unprotected  surfaces  suffer  increased
            "high-temperature  corrosion".
            Grates have the four primary functions of (1) supporting the
            burning refuse,  (2)  agitating  the refuse  for better
            combustion,  (3)  moving the refuse downward and out of  the
            furnace,  and (4) distributing the primary (underfire) air.
            Observed  grate capacities ranged from 3-33 tonnes (3-7 tons)
            to 24.6 tonnes (27 tons)  per hour.   Other furnaces,  not
            viewed, have design  capacities ranging from less than 1 tonn
            per hour  to as much as 44 tonnes per hour.
            Careful  design  and control of primary and secondary  air
            systems  is essential for  good combustion control, especially
            if high  temperature steam is  to be  produced.
            Concentrated amounts  of high energy-containing material  may
            (1) melt  the cast iron grates or (2) cause fires underneath
            the grates.  Examples  are magnesium chips, aluminum, plastic
            film, butter,  etc.   Progressive plant managers have suggested
            industrial waste source  separation  programs.
            Grates need to be designed so that mechanical  wear does not
            create  large air spaces  that  reduce primary air pressure. This
            can  cause  serious  loss  of  control  of  combustion.  Carbon
            monoxide  (CO)  forms  and can (according to some theorists)
            accelerate  tube  corrosion. Also  unburnt carbon  may leave the
            furnace in exit gas or bottom ash.
            Some  vendors  believe  that  combustion  air should be held
            constant,  while the  feed is  controlled in  an effort to keep
            the steam temperature  constant.

-------
                      A-100


                   Furnace Wall

Prior to  1957, all European  refuse furnaces were  lined with
refractory and not with water tube  walls.
Beginning in  1957 with the  Berne,  Switzerland plant,  the use
of water tube  walls as the  furnace  enclosure has increased
substantially.
Earlier  furnaces had carbon steel exposed bare tubes.  Later
furnaces  have low alloy steel tubes, usually protected on the
flame side by plastic refractory held in place  by welded  studs.
Many integrated furnace/boiler designs result in half of the
energy removed  going into the wall tubes while  the other goes
into the  convection banks.
Refractory wall  furnaces with waste heat boilers,  being less
expensive,  are  often  appropriate for hot  water or  low
temperature steam applications.
Water tube  wall furnace/boilers  producing high temperature
steam are usually chosen for high  temperature steam systems
producing electricity efficiently.
The  remarkable increase in refuse  heating value  since  19^5 has
exerted  substantial influence on  furnace wall  design.   Even
controlled air injection or flue gas recirculation alone was
not  enough to  lower  flue gas temperature so  that  older
equipment would survive.
Many furnaces  have extended life if the lower furnace walls
near the  grate  can be cooled.
Some plants  use  silicon carbide bricks just above the  grate to
prevent  slag  adhesion.
Increasingly water-tube walls are  of  the membrane or  welded
fin  design  to reduce  air  infiltration and to  keep tubes in
line rather  to  permit some  tubes  to bend  in or out.
Sootblowers with  a fixed blowing pattern can erode a displaced
tube that is  over-exposed to the steam jet.
One manufacturer, Volund, often  uses a rotary kiln after the
grate 'furance  to ensure a complete burnout. Another, Bruun and
Sorensen, uses a  vertical,  refractory,  cyclonic afterburner
chamber.

             Secondary (Overfire)  Air

To obtain complete combustion, and  to abate smoke and possibly
corrosive carbon monoxide formation,  the unburned volatile (or
pyrolysis) gases rising  from  the fuel  bed must be  mixed
rapidly  with ample oxygen. This mixing must be done relatively
near the fuel  bed with the assistance of high velocity
secondary air jets.
There is a trend away  from side wall jets  and  towards the
front and rear wall jets.
Care must be taken to avoid intense burning of volatile gases
along the wall  near the air jets.
Usually  the  quantity of overfire  air supply ranges from 10 to
25 percent of the total combustion  air: primary plus secondary.

-------
                      A-101

                     Boilers

Most superheaters suspended at  the top of  the  first pass are
subject  to  increased chloride  corrosion because of overheating
of chlorides  in the ash deposits,  especially when  long flames
reach up  to  them during occasional "excursions" characteristic
of mass  burning.
Long,  water-cooled  first and second passes  followed by a
superheater  in the third pass appear  to be very important in
keeping  the  ash  deposits on the  superheaters cool enough that
chloride attack is minimized.
Refractory  wall furnace/waste  heat boilers producing hot water
or low temperature steam exhibited almost no corrosion.
There are a  few examples of systems producing high temperature
steam where  corrosion is  minimal.   Some such systems  have
operated  over five (5) years without a tube failure.  They are
characterized by having  numerous  metal wastage (erosion and
corrosion )preventive design features and operating practices.
At this  time, 1977-1978,  it appears  that  the  current "best"
boiler-furnace design in use for  large, high pressure units is
the completely water-tube-walled furnace and radiant section,
studded  and  coated with thin plastic refractory in the  intense
burning  zone, followed  by one or more long,  open, vertical
radiation passes  preceding a  convention-type superheater and
boiler-convection passes and economizer.
Roughly  180  units  world wide  have  an Eckrohr (translated to
"corner-tube")  boiler as  licensed  by Professor  Vorkauf of
Berlin.   The Eckrohr design  can stand alone as a waste heat
boiler following the furnace or can be placed in an integrated
furnace/boiler.
Recent  work for EPA  by  the Battelle Columbus Laboratories
postulate that corrosion can be lessened due to an interesting
chemical  phenomena.  Sulfur (in  coal,  oil, sewage sludge or
contaminated  methane gases from landfills) has  the effect of
forming  relatively harmless  deposits that prevent chlorine
from being so corrosive.
An  emerging newer  boiler design  is to  follow the tall
water-tube-walled combustion chamber by a long superheater,
boiler  convection  section  and economizer. This is called the
"dacha"  boiler (after the female dashund dog)  because of its
extended  horizontal configuration. This permits tube cleaning
by mechanical rapping and eases the labor of tube  replacement
when needed.

-------
                          A-10 2
Nine of  the  fifteen plants visited employ superheaters  to heat
saturated steam to temperature  levels that enable  relatively
efficient  electrical production.  The other six plants do not
generate  power and therefore have no superheaters.
A protective ash coating  ranging  between a minimum of about
three mm  (.12 in) and a maximum of 15 mm (0.6  in)  appears to
be in the desirable range.
Above some ash deposit  temperature,  perhaps 744 C (1300 F),
the protective deposit becomes chemically active and corrosion
begins.
Burning  either  too much normal  refuse  or a normal volume of
"hot" industrial waste  can overheat the furnace/boiler and
cause corrosion.
There are  several  theories of corrosion causes.  Three causes
stand out:  high  temperature,  HC1 and CO.   Investigators do
not  agree among themselves as to  the "real"  phenomena.
Interestingly, the successful  systems (those  producing high
temperature  steam with little  or no corrosion of boiler tubes)
have design features and operating practices consistent  with
even conflicting  theories.
The report identifies over  33  design features  and operating
practices  that  reduce corrosion.  A  prudent design/operation
will selectively  use more than  10  features and  practices but
not waste money by utilizing all of them.
Superheater  life can  be  enhanced by  use of  alloy steel
containing chromium, molybenum  and occasionally nickel.
Alloy shields and bead-welded  coatings can  also extend  tube
life.
Attemperators  (desuperheaters)  located between  superheater
bundles can control steam temperature, metal temperature and
thus  ash  deposit temperature to  prevent  high temperature
chloride  corrosion.
Plants not able to utilize all  of the produced  steam must
condense  the  steam in air-cooled or water-cooled condensers.
Excessive  use  of high-pressure steam soot blowers  is a common
source of tube erosion-corrosion.
Other boiler cleaning methods  less threatening to boiler tubes
are available such as mechanical rapping,  shot cleaning, and
compressed air soot blowing.

-------
•
                            A-103


    One plant, Krefeld,  located in a S02 non-compliance area was
    required to install (1)  an  field  ESP  for particulates ,  (2)  a
    one stage wet  scrubber for HC1 and HF and (3)  a  second stage
    wet scrubber for
•   Technically, the U.S.  standard for particulates  of 0.08 grains
    per standard cubic  foot adjusted  to 12  percent  C02  (180
    mg/Nm3)  is  bettered by many plants  achieving 0.03  to  0.05
    g/SCF. Some Japanese  plants achieve even 0.01 g/SCF  upon
    startup.
•   The U.S. standard of 0.08 g/SCF is technically very reasonable
    and achieveable.
•   The requirement  of  scrubbers for HC1 removal  for new plants
    greatly  increases original capital  investment and has  slowed
    implementation of New RFES's  in Germany.
•   The Europeans seem to be  more concerned with heavy metals and
    organics in landfill  leachate and groundwater than they are
    with traces of heavy  metal oxides from the refuse fired  energy
    plant stack.
•   Of  the  German  plants  visited having  scrubbers, none was yet
    working  adequately and  without corrosion.
•   Saturated  gas leaving  the  scrubber often creates  a highly
    visible  white steam plume that often may upset the neighbors.
    As  a  result most systems having scrubbers are  trying  to  use a
    flue  gas reheat system but reheater  corrosion  is often a
    problem.
•   Water pollution control is often not an issue  at plants with
    scrubbers.  Dirty process water can normally be  disposed of in
    the ash  chute qupnching system.

                   Start-Up and  Shut-Down

•   Start-up and  shut-down procedures are carefully patterned to
    reduce corrosion of boiler  and  electrostatic  precipitators
    (ESP). Often standby oil burners and steam boilers are  used.

-------
                       A-104
  Supplementary Firing and Co-Firing of Fuel  Oil,
           Waste Oil, Solvents and Coal

Supplementary firing of fuel oil, waste  oil or solvents is
preferred when there is a need  for  emergency backup, routine
weekend  uses, preheating upon  startup, prevention of dew point
corrosion,  legally destroying  pathogens  and  other
hydrocarbons, and for  routine  energy uses when the  refuse
fired energy plant is down.
However,  supplementary firing may not  be  necessary when the
energy user has  his own alternative energy supply, when
electricity  is  fed  to a large  electrical network,  when
treatment of refuse or sewage sludge can be  postponed several
days  or  when  a  regional plan  mandates waste oil treatment and
burning at another facility.
When  supplementary standby capability is  required, the plant
can usually sell its steam at a premium price.
Many  vendors  (but  not all) believe  that  no fuel other than
refuse should be burned in the  same chamber  with refuse.
In  1977,  no continental European plant co-fired refuse and
coal  in  the same  combustion  chamber.  The only  facility
anything like  St.  Louis, Ames, Chicago S.W., Milwaukee, etc
was located in Birmingham,  England at the IMI factory.
Many  European vendors suggest  that if refuse and a fossil fuel
are to be fired in the same system  they be  fired in separate
combustion chambers.  Flue gases can  later be united  before
entering  the boiler convection  section.

              Air Pollution Control

The development of the modern water-tube wall furnace/boiler
was in part due to the need for proper air pollution control.
Flue  gases can be  cooled with massive  air dilution,  water
spray or  boiler.
Energy recovery  in boilers is the preferred cooling method if
a reasonable market can be assured or anticipated.
The almost universally accepted method for  particulate removal
is the electrostatic precipitator.
Scrubbers alone have failed to  meet the particulate standards.
We  observed what  is believed to be the only baghouse control
on a  commercial  refuse fired energy  plant,  at Neuchatel,
Switzerland.  The  efficiency was only moderate and the plant
had suffered extreme problems with corrosion.
Reliability  of electrostatic precipitators (ESP) has  been
excellent except where the  inlet gases  have been too hot.
Entering flue gas  temperatures must  be kept  above 177  C (350
F)  to prevent  dew  point  corrosion  of  electrostatic
precipitators (ESP).
Entering  flue gas  temperatures must  be  kept  below 260  C (500
F) to prevent high temperature  chloride corrosion.
The most  stringent  air pollution control standards have been
set for West Germany.  The  standards are  much more stringent
than  in  the U.S.   Many persons questioned  the health  effect
justification for  the  standard. Other European Federal
environmental agencies have carefully viewed  the standard and
have either accepted the particulate  but rejected the  tight
gaseous   (HC1, HF) control or have  adopted a wait and  see
attitude.

-------
                                  B-l
               WORLDWIDE INVENTORY  OF WASTE-TO-ENERGY SYSTEMS

         The growing "Battelle Worldwide Inventory of Waste-to-Energy
Systems"  in March  1979 shows 522 separate systems where  solid waste was,  is
or will be converted to energy from 1896 to  1983.  The vast majority  of
these  consume municipal solid waste composed of household, commercial and
light industrial waste. With this publishing,  we  are aiming for complete
coverage  of municipal waste-to-energy systems. Complete  coverage of systems
using  municipal solid waste  as energy  to evaporate  the moisture  in
municipal sewage sludge is also a goal.
         This chapter concludes with Table B-6; the inventory itself.
         While this contract  focuses on Europe,  the inventory includes
plants from the entire world (U.S.A., Japan, Brazil,  etc).  Interestingly,
Japan  has more plants and  more tonnage capacity than any other country in
the world.
                      Battelle has for six   years been a collector  of
                      inventory lists and encourages others to send  lists
                      and updations  to the principal author of this report.
Exclusions

         Systems converting  industrial waste  (sludges,  slurries, paste,
liquid chemicals, etc.) to energy  are included where  possible. Only a  few
of the  numerous bark and  bagasse waste-to-energy  systems are included.
Systems recovering materials and not energy are usually  not included. Daily
operating systems of every  size are  included. However,  experimental or
demonstration  units are only included if system capacity is above 50 tonnes
(55  tons) per  day. Only a  few of the many  small modular  package
incinerator/heat exchanger-boilers are included.  Sludge  incinerators fired
with oil or gas are excluded.
         Battelle has also been  compiling an even greater  listing showing
about  750 places where money  has,  is  or will be spent  to advance  the
various  technologies. Many companies have developed  new technologies which
have been tested in bench models  or small pilot plants.  Other notations
reflect  communities or companies initiating feasibility  studies.  These
systems are not included in Table  B-6.

Number and Tonnage Capacity

         Results of the 522  system inventory are  statistically summarized
by analyzing only 368 currently  operating systems that have complete enough
information.  Hence Table B-1  understates the true situation  by 154 systems.
As time progresses we desire to  complete the information and increase  the
numbers  in the table. About 24  of these 522 systems identified have closed.
Closures fall  generally into several categories. Some  commercial systems
that have operated 25 to  40 years  close as part  of normal retirement. We
know of only one commercially  operating European  system  (Gluckstadt, West

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                                  B-3
Germany)  built  after World War II  that has been closed. It was a refractory
wall  unit used  for drying  sewage sludge. There were several f\ "mature
closings  in the U.S.A. brought on  by new air pollution control regulations.
Several listed American pilot or demonstration plants  have closed once they
accomplished their objective of proving or disproving  the project idea.
         These systems have from one to perhaps six lines or furnace units.
Our inventory show 771 such furnaces.
         The 522 systems  span a time frame of 1896  to 1982. The U.S.A.  is
expected to build three times as many waste-to-energy  systems from 1977  to
1982  as  it has  built throughout its history. The 368  systems (771 furnaces)
for which complete data  was  wastable were designed to  consume 178,581
tonnes  (196,112 tons) per  day. The average furnace  cpaacity is 232  tonnes
(255 tons) per day.
         Special effort was made  to develop Table B-2 which is an analysis
of operating plants in 1977 which can be used as a base point and coincides
with  the  study  tour. The U.S.A.  capacity was 9130  tonnes out of a total
101,937 or 9.25  percent of the world capacity in 22 countries.  Dividing  by
the total population (1,071,318,000) for those 22  countries, gives a  0.2
pounds of waste  per person per day  being converted  to  energy in countries
that have at least one municipal waste-to-energy system.
         The third column of Table B-2 was used  to  prepare  Figure B-1.
Municipal waste per person per day  is portrayed for 22 countires ranging
from 0.003 in the U.S.S.R.  to 2.111 in Luxenborg. While Luxemborg might  be
a unique  situation,  Denmark  at 2.301 and Switzerland at 1.982 certainly
must be respected for their efforts in energy conservation through resource
recovery.  Thus the  installed capacity is  more  than  half the amount
generated. The U.S.A. in 1977,  however, was in  a  dismal position at only
0.0136  Kg (0.091 pounds)  .'efuse  per person  per  day being converted  to
energy.  Even with the plants anticipated by 1983, this  figure rises only  to
0.1818 Kg (0.100 pounds) per day.
         Table  B-3 presents a closer look at  the U.S. situation in 1977.
The daily installed per tonne capacity was only 7912  tonnes at 18 system
locations.
                      (We expects  this  number to be less because some  of
                      these systems  are not consistently  reported, i.e.
                      Amarillo,  Beverly, Braintree, Houston, Portsmouth)

Energy Use Patterns

         Table  B-1 by country presents the energy  use pattern of those
plants where information is available. Patterns vary widely from country  to
country  as  influenced  by waste composition  (H20 and  HC1), climatic
conditions,  attutudes, building codes, federal funding, utility  regulations
and prohibitions against ocean dumping of sewage sludge.

         Japan has municipal  waste  twice as wet (55 percent  H20) and  three
times more  plastics (10-15 percent)  than waste in  America.  As a result,
energy left  after water evaporation is  severely limited.  In addition the
high  presence  of chlorine  in the  plastics potentially causes  "high
temperature chloride corrosion".  This  limits  the steam  temperature
possible.  While Japan has  more systems  (85) and more installeld tonnage
capacity  11,581  tonnes than  any  other  country, the useable and sellable

-------
                                                                        B-4
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                     Pounds  of  Waste
                      Hong Kong

                  Germany(FGR)
                                                     Luxemborg

                                                    Denmark
                                                             1
FIGURE  B-l.  POUNDS OF WASTE PROCESSED IN REFUSE-FIRED ENERGY
              GENERATORS PER CAPITA PER DAY IN SELECTED COUNTRIES
              (RATED INSTALLED CAPACITY)

-------
              B-6
TABLE B-3.  U.S.A. WASTE-TO-ENERGY
            SYSTEMS OPERATING (TONNES/DAY)
Amarillo, Texas
Ames , Iowa
Baltimore, Maryland
Beverly, Massachusetts
Blytheville, Arkansas
Braintree, Massachusetts
Chicago, N.W., Illinois
Franklin, Ohio
Harrisburg, Pennsylvania
Hemps tead (Merrick) , New York
Hempstead (Oceanside) , New York
Houston, Texas
Nashville, Tennessee
Norfolk, Virginia
North Little Rock, Arkansas
Portsmouth, Virginia
Saugus, Massachusetts
Siloam Springs, Arkansas
Capacity
in 1977
218
182
727
455
41
218
1,455
45
655
545
682
364
655
327
91
145
1091
16
7912
Actual
in 1977






1400
25
500



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120


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-------
                                 B-9
energy  output is rather small.  Our  records show that only H of these 85
systems produce  enough high temperature steam for electrical production and
sale. Twelve  (12) systems produce only enough electricity for internal use.
Heating swimming pools (7) green  houses (3) and public  facilities (18) are
other energy  uses. About 61 systems produce hot water  for internal or  other
unidentified uses.

         The United States (with 55  systems)  has the  broadest range of
energy uses for  systems between  1896  and 1983. Interestingly,  31 of the
United States  systems have have  been major pilot plants or large
demonstrations.  This highlights a major difference between  the U.S.A. and
most  other countries.  The  Americans have spent money  looking for new
systems while  the remainder of the  world has built systems based on the
proven  "European technology".  Of note is the absence of hot water systems
in the U.S. This is consistent with U.S. district heating practice of using
only steam (in contrast to  Denmark  and Sweden). The  single most common
American energy  use is production of electricity. The inventory includes 9
systems producing a methane based  gas or pyrolytic oil.  The inventory
purposely excludes another 75 or  so pyrolysis liquifaction,  gasification,
etc. developments that are not commercially relevant to include.

         West  Germany (FOR)  has the  most systems (39) of  any  European
country.  The  Germans have concentrated on steam for electrical production,
district heating and for industrial processes.

         Denmark has (35)  systems. Unlike the Germans, most Danish systems
supply hot water for district heating.

         Our records show  France with 26 systems but  none produce   hot
water.  Comparatively France  has led developments in  sludge drying and
destruction with 6  systems.  Steam for electricity production and district
heating is a common energy requirement.

         Switzerland with 26  systems  is ranked third behind Germany and the
U.S.A.  in production of  electricity. Both steam and hot water district
heating are prevalent.

         Italian systems produce steam for electrical production or for
only internal  use.

         Swedish systems  supply  hot water  for district heating and
government owned  hospitals.

Furnace  Size Distribution

         Table  B-5  shows  the  capacity distribution  of  furnaces in 25
countries  that are now operating  or will be by  1982. Most furances consume
5 to 10 metric  tonnes per hour. However over 8 consume over MO tonnes pgr
hour per furnace. Japan again  stands out with its 180 units  in this 5 to 10
tonne per hour  category.  The largest  furnaces are to be  found in France,
Germany  and the United States.

-------
                      B-10
TABLE  B- 5.
NUMBER OF FURNACES BY CAPACITY AND COUNTRY
(CURRENTLY OPERATING AND PLANNED EXPANSION
TO 1982)
(METRIC TONNES PER HOUR PER LINE)
0-
5.0
Argentina
Australia
Austria
Belgium
Brazil
Canada
Czechoslovakia
Denmark 43
Finland 4
France 16
Germany, FGR 12
Hong Kong
Hungary
Italy 24
Japan 6
Luxemborg
Monaco
Netherlands
Norway 10
Singapore
Spain 1
Sweden 34
Switzerland 33
United Kingdom 2
United States 8
U.S.S.R.
TOTAL 193
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                          APPENDIX
The Table of Contents, List of Tables and List of Figures
for the remainder of Volume I (Chapters C through M) and
all of Volume II (Chapters P through Y) appear on the
following pages.

-------
                              TABLE OF CONTENTS
                    (For  Remainder  of  Comprehensive  Report)
C.  DESCRIPTION OF COMMUNITIES VISITED 	  C-1
      General Comments about About the Communities 	 ....  C-1
        Collection Areas and Jusisdictions 	  C-1
        Terrain, Natural and Manmade Boundaries, Neighborhoods ....  C-1
        Population	,  . . .  C-1
      Specific Comments About the Communities. 	  ...  C-5
        Werdenberg-Liechtenstein through Copenhagen West .......  C-5-25

D.  SEPARABLE WASTE STREAMS	D-1
      General Comments	  D-1
        Household, Commercial and Light Industrial Refuse. ......  D-1
        Bulky and Large Industrial Wastes	D-1
        Wastewater and Sewage Sludge . 	  D-4
        Source Separation	D-U
        Front-End Separation	D—4
        Waste Oils and Solvents	D-9
        Industrial Chemicals and Hazardous Wastes	D-9
        Animal Waste	D-9
        Street Sweepings	  D-12
        Construction, Demolition Debris, and Ash 	  D-12
        Junk Automobiles	D-16
        Interrelation of Waste Streams 	  D-16

E.  REFUSE COLLECTION AND TRANSFER STATIONS	E-1
      General Comments on Collection 	  E-1
        Household Containers	 .  E-1
        Collecting Organization	E-1
        Collection Costs 	  E-1
        Assessment Methods 	  E-5
        Vehicles  	 ..... 	  E-5
        Collecting Times 	  E-5
        Homeowner Deliveries	'.	E-5
        Collection Activity Affecting Resource Recovery. . 	  E-5
        Transfer Stations	E-8
      Specific System Comments on Collection  	  E-8
        Werdenberg-Liechtenstein through Copenhagen West 	  E-8-16

F.  COMPOSITION OF REFUSE	F-1
      Physical Composition of Refuse 	  F-1
      Moisture Content	F-1
      Chemical, Elemental and Molecular Composition of Refuse. ....  F-1

G.  HEATING VALUE OF REFUSE	G-1
      Definitions and Calculations	G-1
      General Comments on Refuse Heating Values	G-3

-------
                         TABLE OF CONTENTS (Continued)

                                                                     Page

      Specific Comments on Systems' Heating Values 	  G-3
      Werdenberg-Liechtenstein through Copenhagen West 	  G-3-10

H.  REFUSE GENERATION AND BURNING RATES PER PERSON 	  H-1

I.  DEVELOPMENT OF THE REFUSE FIRED ENERGY GENERATION TECHNOLOGY
      AND DEVELOPMENT OF VISITED SYSTEMS 	  1-1
      DEVELOPMENT OF THE REFUSE FIRED ENERGY GENERATOR TECHNOLOGY
        (1896 to 1982)	1-2
      General Comments About Development of Visited Systems	1-3
        Motivations and Decision Making	1-3
        Main Purpose - Waste Disposal? or Energy Production	  1-4
        Stated Reasons for Development of Refuse Fired Energy Systems.1-4
        Unstated Reasons 	  1-13
      Specific Comments About Development of Visited Systems ....  1-14
        Werdenberg-Liechtenstein through Copenhagen West 	  1-14-29

J.  TOTAL OPERATING SYSTEM 	  J-1
      General Comments	J-1
      Total Operations at Visited Systems	J-1
        Baden-Brugg through Copenhagen West	J-1-36

K.  ENERGY UTILIZATION 	  K-1
      General Comments 	  K-1
      District Heating (D.H.)	K-5
      District Cooling (Not Observed in Europe)	K-7
      Underground Distribution	K-15
      Community Electrical Power District Heating and Cooling
        Development	K-15
    Energy Utilization - Specific System Comments	K-32
      Werdenberg-Liechtenstein through Copenhagen West .......  K-32-76

L.  ECONOMICS	L-1
      General Comments About the Capital Investment Costs	L-1
        Initial Capital Investment Cost Per Daily Ton	  L-1
      Specific Comments About the Visited Systems' Capital Invest-
        ment Werdenberg-Liechtenstein through Copenhagen West. . .  .  L-8-18
      General Comments About Expenses	L-18
        SeontMtties of Scale	L-24
      General Comments About Revenues	L-27
        Sale of Energy	L-27
        Sludge Drying Credit 	  L-31
        Sale of Scrap Iron and Road Ash	L-31
        Interest on Reserves 	  L-31
        Net Disposal Cost or Tipping Fee	  L-31
      Specific Comments About Expenses and Revenues	L-34

-------
                        TABLE OF CONTENTS (Continued)
        Werdenberg-Liechtenstein through Copenhagen West . 	  L-34-72

M.  ORGANIZATION AND PERSONNEL .	M-1
      System Ownership and Governing Patterns	M-1
      Personnel Categories 	  M-1
      Education, Training and Experience 	  M-5
      Organization and Personnel at Visited Systems	M-5
        Werdenberg-Liechtenstein through Copenhagen West 	  M-5-27

                                   VOLUME II

P.  REFUSE HANDLING	P-1
      Weighing of Refuse Received-General Comment	P-1
      Details on Specific Weighing Systems 	 . 	  P-1
        Werdenberg, Liechtenstein through Copenhagen West	P-1-8
      Tipping Floor, Pit and Crane General Comments	P-10
        Pit Doors	P-10
        Pit or Bunker	P-12
        Crane	P-12
      Plant Details on Receiving Storing and Feeding Refuse	P-12
        Werdenberg-Liechtenstein through Copenhagen West 	  P-12-51

Q.  GRATES AND PRIMARY AIR	Q-1
      General Comments 	  Q-1
        Grate Functions	Q-1
        Grate Life	Q-5
        Grate Materials	Q-5
        Grate Action	Q-5
      Specific Vendor Grates 	  Q-8
        Von Roll Grate	Q-8
        Kunstler Grate 	  Q-12
        Martin Grate 	  Q-15
        Widmer & Ernst Grate 	  Q-17
        VKW (Duesseldorf Grate or Walzenrost)	Q-17
        Bruun & Sorensen Grate	Q-22
        Volund Grate 	  Q-24

R.  ASH	  R-1
      Ash Exit from Grate, Quenching and Removal from the Furnace.  .  R-1
        Clinker Discharge Roll (Martin)	  R-3
        Ram for Residue Removal (Martin)	  R-3

-------
                        TABLE OF CONTENTS  (Continued)
        Flyash Ash Handling (Martin and Others) 	  R-6
      Submerged Conveyor (Old Widmer and Ernst and Old Volund). . . .  R-6
        Additional Ram-Type Dischargers 	 . 	  R-6
        Spray Quench with Conveyor	R-6
      Ash Handling in the Plant, General Comments 	  R-12
      Ash Recovery, General Comments	R-12
      Ash Handling and Recovery at Specific Plants	R-15
        Werdenberg-Liechtenstein to Copenhagen West 	  R-15-^2
        Road Test Procedures	R-51
        Parking Lot and Road Test Results	R-51

S.  FURNACE WALL	S-1
      General Comments	S-1
        Furnace Requirements	S-1
        Werdenberg-Liechtenstein through Copenhagen West	S-3-^8

T.  SECONDARY (OVERFIRE) AIR	T-1
      General Comments	T-1
        Principles of Over fire Jets	T-1
        Werdenberg-Leichtenstein through Copenhagen West	T-2-20

U.  BOILERS	U-1
      What is a Boiler?	U-1
        Definition of Boiler Terms	U-3
      Summary of Boiler-Furnaces. ... 	  U-5
        Overall Boiler Design 	  U-5
      General Boiler Designs  	  U-6
      Comments About Specific Boilers 	  U-8
        Werdenberg-Liechtenstein through Copenhagen West	U-8-83
      Metal Wastage (Corrosion and Erosion) of Boiler Tubes 	  U-85
        Experience with Fossil Fuels	U-85
        Experience with Refuse as Fuel	U-85
        Oxidation-Reduction Reactions 	  U-85
        Effect of Soot Blowing	U-86
        A Proposed Corrosion Mechanism	U-86
        Reasons for Minimal Tube Corrosion	  U-88
      Steam Condensers	  U-90
        Werdenberg-Liechtenstein through Gothenburg:Savenas 	  U-90-94
      Steam-to-Refuse Ratio	U-94

V.  SUPPLEMENTARY FIRING OF FUEL OIL, WASTE OIL AND SOLVENTS	  V-1
      Oil and Waste Oil Co-Firing - General Comments	V-1
      Oil and Waste Oil Co-Firing - Specific Comments 	  V-3
        Werdenberg-Lechtenstein through Copenhagen West	V-3-10

-------
                         TABLE OF CONTENTS (Continued)
W.  CO-DISPOSAL OF SEWAGE SLUDGE AND REFUSE	W-1
      Co-Disposal, General Comments	W-1
      Co-Disposal, Comments About Specific Systems 	  W-1
        Krefeld through Copenhagen West	W-1-25

X.  AIR POLLUTION CONTROL	X-1
      Development of Emission Controls 	  X-1
        Particulates	X-1
        Precipitator Maintenance 	  ...  X-1
        Gases	X-1
        Measured Gaseous Emissions 	  .....  X-3
        Gaseous Emission Limits	X-3
        Trends in Emissions Control	X-6
      Specific Comments about Air Pollution Control at Plants Visited.  X-6
        Werdenberg-Liechtenstein through Copenhagen West  	  X-6-3^
      Stack Sampling Methods 	  X-3^

Y.  START-UP AND SHUT-DOWN PROCEDURES	  Y-1
      General Comments	  Y-1
      Specific System Comments 	  	  Y-2

Z.  APPENDIX	  Z-1

-------
                                LIST OF TABLES
                    (For Remainder of Comprehensive Report)
Table C-1.   Collection Area and Radius	C-2
Table C-2.   Terrain, Natural Boundaries,  Highways, Neighborhoods . . .  C-3
Table C-3.   Population of Visited Areas	C-4
Table D-1.   Waste Streams Treated Independently from the Main Refuse
               Burning Waste Stream 	  D-2
Table E-1.   Household Refuse Containers	  E-2
Table E-2.   Refuse collection	E-3
Table E-3.   Collection Costs and Assessment Method	E-if
Table E-4.   Collecting Times	E-7
Table F-1.   Moisture Percentages in Refuse Combusted in Visited European
               Refuse-to-Energy Plants	  F-2
Table F-2.   Composition of Municipal Solid Waste in Switzerland, USA,
               and Britian	F-3
Table F-3.   Composition of Municipal Waste at Hamburg:Stellinger-Moor.  F-4
Table F-4.   Refuse Composition at Thun, 1975	F-5
Table F-5.   Approximate Composition of Municipal Solid Waste in Zurich
               Switzerland.	F-6
Table F-6.   Average Chemical Composition of Municipal Solid Waste in
               Zurich Switzerland 	  F-7
Table F-7.   West Incinerator of Copenhagen Refuse Analysis 	  F-8

-------
                          LIST OF TABLES (Continued)
Table G-1.   Hydrogen Content and Calorific Values of Four Fuels. . . .  G-2
Table G-2.   Refuse Lower Heating Values: Assumption for Plant Design
               and Actual	G-5
Table G-3.   Energy Values of Selected Refuse components (Dry)	G-6
Table G-4.   Heating Values for Mixed Municipal Refuse in Refuse Power
               Plants	G-9
Table H-1.   Quoted Refuse Burning Rate on a 7-Day Basis (Does Not Include
               Alternate Disposal Means 	  H-2
Table H-2.   European Average Refuse Generation and Burning Rates Per
               Person (1976-1977 Period)	H-3
Table 1-1.   Stated Reasons Associated With Each Unit	1-5
Table 1-2.   Rank Order Listing of Reasons Mentioned for Deciding to
               Construct a Refuse to Steam or Hot Water Plant 	  1-9
Table 1-3.   Matrix of Stated Reasons for Development of Refuse Fired
               Energy Systems 	  1-10
Table J-1.   Energy Generation Rates at Baden-Brugg for 1975 and 1976
               (From Plant Statistical Statement) 	  J-2
Table J-2.   Baden-Brugg Weekly Operating Summary May 2 to July 4, 1976  J-3
Table J-3.   Dusseldorf Waste-Burning Facility-Operating Results - 1976  J-5
Table J-4.   Availability of Issy's Total System	J-8
Table J-5.   Gross Operating Figures for December 1976 and The Complete
               Years 1976 and 1975 for Hamburg: Stellinger-Moor ....  J-9
Table J-6.   Detailed Operating Statistics for November 4, 1976 Boiler
               Number 1 at Hamburg: Stellinger-Moor 	  J-11
Table J-7.   Detailed Operatinng Statistics for April 2, 1977 Boiler
               Number 1 at Hamburg: Stellinger-Moor	J-12
Table J-8.   Comparison of Zurich-Hagenholz Incinerator Performance, 1974
Table J-9.   Report of Operations 1974 and 1976	J-14
Table J-10.  Refuse Burning Summary, The Hague, 1976 (Compared to 1975)  J-20
Table J-11.  The Hague Plant Annual Operating Results Over Seven Year
               Period (Furnace 4 Began Operation Early 1974)	J-21
Table J-12.  Summary for 1976 of Refuse-Sludge Burning Plant Operation
               at Dieppe.  Tabulation Prepared by Plant Operators,
               Thermical-Inor, in Fulfillment of Their Operating Contract
               with the City	   J-23
Table J-13.  Dieppe Wastewater Plant Summary for 1976.  Tabulation
               Prepared by Thermical-Inor, in Fulfillment of Their
               Operating Contract With the City	   J-24
Table J-14.  Annual Refuse Incinerator Operating Results for Dieppe
               1972 -1976	   J-25
Table J-15.  1976 Operating Results for Gothenburg: Savenas Plant  .  .  .   J-26
Table J-16.  Gothenburg Savanas Annual Results 1974-1976	   J-27
Table J-17.  Operating Data for the Uppsala Energy System for 1975 and
               1975	   J-28

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                          LIST OF TABLES (Continued)
Table K-1.   Three Steps of Energy Form and Use at Visited European
               Plants	   K-2
Table K-2.   Key Energy Functions of 15 Visited Systems	   K-3
Table K-3.   Heat Utilization From German Refuse Power Plants Start-up
               During the 1960-1975 Period	   K-1*
Table K-1*.   Internal Uses and Losses of Refuse Derived  Energy	   K-5
Table K-5.   Attractiveness of District Heating as a Function of Density
               of Energy Use	   K-9
Table K-6.   Specific Heat and Energy Numbers of Different Types of
               Swedish Buildings	   K-11
Table K-7.   Favorable Demand Aspects of District Heating and Cooling
               Systems in the U.S.A	   K-13
Table K-8.   Report on Operations Nashville Thermal Transfer Corporation
               for the Twelve-Month Period Ending May 31, 1978	   K-11*
Table K-9.   Steam Production, Losses, Sale and Availability	   K-i*5
Table K-10.  History of Electrical Production, Sales, Purchases and
               Internal Consumption 	   K-^7
Table K-11.  C.P.C.U. District Heating Uses, Production  Capacity,
               Climatological Conditions and Annual Actual Steam
               Production	   K-H9
Table K-12.  C.P.C.U. District Heating Network Facts	   K-50
Table K-13.  C.P.C.U. Percent Distribution of Customers  	   K-51
Table K-11*.  Hamburg: Stellinger-Moor Total Operating Figures	   K-51*
Table K-15.  Energy Produced by Savenas Plant in 1976 	   K-68
Table K-16.  Typical Autumn Month Operation Data for Uppsala Heat Power
               Company, October 1977	   K-72
Table L-1.   Summary of Capital Investment	   L-2
Table L-2.   Exchange Rates for Six European Countries	   L-5
Table L-3.   Status of construction Expenditures - Wuppertal - as of
               December 31, 1975	   L-11
Table L-1*.   Capital Investment Cost (1969) for Units #1 and #2 and Other
               Buildings at Zurich: Hagenholz	   L-11*
Table L-5.   Capital Investment Costs (1972) for Unit #3 and the Water
               Deaeration Tanks and Room at Zurich: Hagenholz 	   L-15
Table L-6.   Assets and Liabilities of Copenhagen: Amager as of March
               31, 1976	   L-19
Table L-7.   Capital Cost (Assets and Liabilities) at Copenhagen: West
               (Fiscal Year 1975-1976)	   L-20
Table L-8.   Detailed Expenses for 15 European Refuse to Energy Systems
               (U.S. 1976 $ Per Ton)	   L-21
Table L-9.   Summary of Expenses for 15 European Refuse  to Energy Systems
               (U.S. 1976 $ Per Ton)	   L-23
Table L-10.  Detailed Revenues of 15 European Refuse to  Energy Plants
               (U.S. 1976 $ Per Ton)	   L-28

-------
                          LIST OF TABLES (Continued)
Table L-11.  Summary of Revenues From 15 European Refuse to Energy Plants
               (U.S. 1976 $ Per Ton)	L-29
Table L-12.  Gross Summary of Revenue from European REfuse Fired Energy
               Plants	L-27
Table L-13.  Operations Results at Werdenberg-Liechtenstein for 1976. . . L-35
Table L-14.  Revenue Estimate for 1977 at Werdenberg	L-36
Table L-15.  Operating Results for 1976 at Baden-Brugg	L-15
Table L-16.  Costs of the Waste Burning Facility at Duesseldorf,, 1975 . . L-39
Table L-17.  Duesseldorf Revenues from Sale of Steam,  Baled Scrap Steel
               and Processed Ash in 1975	L-40
Table L-18.  Operating Results for Paris: Issy During 1976	L-M2
Table L-19.  Operating Results for 1976 at Hamburg: Stellinger-Moor and
               Hamburg: Borsigstrasse Plants (MVA I + II)	L-^6
Table L-20.  Annual 1976 Operating, Maintenance, Interest, and Other
               Costs for Zurich: Hagenholz Units #1, #2, and #3 	 L-48
Table L-21.  Annual 1976 Revenues for Zurich: Hagenholz Units #1, #2,
               and #3	L-50
Table L-22.  Operations Results for 1976 at The Hague	L-52
Table L-23.  Annual Invoice Billings From the Contract Operator Thermal-
               INOR to the Dieppe Community for Operations and Maintenance
               (1976 Results)	L-5*»
Table L-24.  Operating Results for 1976 at Gothenberg 	 L-55
Table L-25.  Operations Results at Uppsala for 1976 Expenses and 1975
               Revenues	L-57
Table L-26.  Operating Budget for Horsens Plant, 1977-1978	L-60
Table L-27.  Annual Costs and Revenues at Copenhagen:  Amager	L-61
Table L-28.  Operations Results at Copenhagen: Amager (Refuse to Energy
               and Landfill) Plant, Transfer Station	 L-62
Table L-29.  Operations Results at Copenhagen: West (Vest) for 1975-1976. L-63
Table L-30.  Modes of Finance for European Refuse-Energy Plants 	 L-65
Table L-31.  Financial Structure of 15 European Refuse-Fired Energy
               Plants	L-66
Table L-32.  Financial Structure of 15 European Refuse-Fired Energy
               Plants	L-67
Table L-33.  Financial Structure of 15 European Refuse-Fired Energy
               Plants	L-68

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                          LIST OF TABLES (Continued)
Table M-1.   Ownership/Governing Patterns 	  M-2
Table M-2.   Personnel Category Listing for Refuse Fired Energy Plants.  M-3
Table M-3.   Outside Contracted Services Frequently Used	M-6
Table M-4.   Staff Organizatioon at Stadtwerke Duesseldorf Waste-to-
               Energy Plant 	  M-10

                                  VOLUME II

Table P-1.   Refuse Pit Storage Volume, Dimensions and Capacties. ...   P-13
Table Q-1.   Refuse Burning Manufacturers and Representatives 	   Q-3
Table Q-2.   Grate Dimensions and Burning Rates 	   Q-M
Table Q-3.   Design Pressure of Primary Air System at Plants Visted .  .   Q-3
Table Q-H.   Grate Bar Replacement	   Q-7
Table R-1.   Summary of Ash Handling and Recovery Methods	   R-2
Table R-2.   Disposition of Bottom Ash, Scrap Metal and Fly Ash at
               Paris:  Issy	   R-23
Table R-3-   Population, Refuse and Ash in and Around Zurich	   R-24
Table R-4.   Analytical Values of Trace Elements in the Percolate . .  .   R-55
Table R-5.   Element Composition of Soil and Cinders (All Analyses made
                on Dry Material)	   R-57
Table R-6.   Comparison of Analyses of Percolate from Depot 1 in
               Vestskoven and Percolate, Drain Water, and Surface Run-
               Off from Parking Lot in Ballerup	   R-58
Table S-1.   Wall Tube Thickness Measurements of Screen Tubes at the
               Rear of the Radiation First Pass at Hamburg:Stellinger-
               Moor	   S-31
Table S-2.   Wall Tube Thickness Measurements of Screen Tubes at the
               Rear of the Radiation First Pass at Hamburg:Stellinger-
               Moor	    S-33
Table S-3.   Boiler Furnace Design Conditions	    S-47
Table T-1.   Secondary Air Systems	    T-3
Table T-2.   Primary, Secondary, Flue Gas and Recirculation Fan
               Parameters at Copenhagen:Amager 	    T-23
Table U-1.   Composition of Sicromal Steel Used for Shielding Tubes
               from Hot Corrosive Gases	    U-23
Table U-1a.  Flue Gas Temperatures,  CO Levels, and Steam Flow Rates
               Recorded on June 9, 1977 at Zurich: Hangeholz Unit #3 .    U-28

-------
                          LIST OF TABLES (Continued)
Table U-2.   Superheater Tube Materials Used 	 .......   U-51
Table U-3.   Comparison of Energy Recovery	   U-77
Table U-4.   Methods used to Clean Tubes and Walls of European Refuse-
               Fired Energy Plants 	   U-78
Table U-5.   Comparison of Energy Recovery	   U-97
Table V-1.   Use of Supplementary Fuels at 16 European Refuse Fired
               Energy Plants 	   V-2
Table W-1.   Co-Disposal of Refuse and Sewage Sludge Location, System
              Vendor and American Licensee 	   W-2
Table W-2.   Co-Disposal Unit Operation Moisture Conditions	   W-3
Table W-3.   Sludge Drying Mill Design Conditions for Waste of Three (3)
              Lower Heating Values	   W-10
Table W-4.   Results of Calculation by Krings of Heat Balance for Dieppe
              Plant	   W-16
Table W-5.   Approximate composition and Lower Heat Value of Some
              Typical Raw Sewage Sludges According to Eberhardt. ...   W-17
Table W-6.   Summary for 1976 of Refuse-Sludge Burning Plant Operation
              at Dieppe	   W-20
Table W-7.   Dieppe Wastewater Plant Summary for 1976	   W-21
Table W-8.   Annual Refuse Incinerator Operating Results for Dieppe -
              1972-1976	   W-22
Table X-1.   Characteristics of Electrostatic Precipitators	   X-2
Table X-2.   Measured Gaseous Emission Rates at European RFSG	   X-4
Table X-3.   Emission Limits, mg/Nm^ 	   X-5
Table X-^J.   Results of Two Performance Tests by TUV on a Precipitator
              at the Duesseldorf Refuse Plant	   X-9
Table X-5.   Precipitator Design Characteristics at Wuppertal	   X-12
Table X-6.   Characteristics of the Two Krefeld Precipitators. ....   X-15
Table X-7.   Paris-Issy Air Pollution Test Results	   X-18
Table X-8.   Performance Test Data on Precipitator No. 2 Serving Furnace
              No. U	   X-27
Table X-9.   Results of Gaseous Emission Measurements from Original
              Three Furnaces at Uppsala (April 23, 197*0	   X-28

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                               LIST OF FIGURES
                    (For Remainder  of  Comprehensive Report)
Figure C-1.

Figure C-2.
Figure C-3.

Figure C-4.
Figure C-5.
Figure C-6.
Figure C-7.
Figure C-8.

Figure C-9.
Refuse Generation Showing the Service Areas in the Canton of
  of St. Gallen and in Liechtenstein	C-6
Profile of Plant Surrounded by Mountains 	  C-7
View of Baden-Brugg 200 Tonne Per Day Plant From the
  Adjacent Sewage Treatment Plant Property 	  C-8
Area in Aargau Canton Served by Duesseldorf Plant	C-10
Waste Collection Area Served by Duesseldorf Plant	C-11
Region Served by Wuppertal MVA	C-12
Krefeld Waste Processing Facility; Wastewater Treatment
  Plant on Left, Refuse and Sewage-Sludge-Burning Plant
  on Right	C-13
Waste Generation Area and Treatment Plants for the Paris,
  France Plants that Treat Urban Waste	C-15
Location of Stellinger Moor Plant	C-16

-------
                         LIST OF FIGURES  (Continued)
Figure C-10.    The Hague Plant Situated Near the Center of The Hague
                  The Four Chimneys in the Background Serve the 200 MW
                  Oil-Fired Municipal Power Plant 	  C-18
Figure C-11.    Collection Area for Gothenburg Waste Handling System
                  Total Area Served is About 1000 km2	    C-20
Figure C-12.    Map of Aera Served by Horsens Refuse-Burning, Sludge-Drying
                  and District-Heating Plant	C-22
Figure C-13.    Aerial View of Horsens Refuse-Burning Plant, Sludge-
                  Drying and District-Heating Plant 	  C-23
Figure C-11*.    Copenhagen:Amager Plant Located on Canal	C-2*J
Figure C-15.    Detailed Map Showing Location of West Plant at the
                  Intersection of Two Major Highways	C-26
Figure C-16.    Map of Copenhagen, South and East Metropolitan Area
                  Served by the Amager Plant	C-27
Figure C-17.    Map of Greater Copenhagen Area Showing the Location of
                  the West (Vest) Refuse Fired Steam Generator, The
                  Hillerod Transfer Station, Volund Headquarters, Etc  .  C-28
Figure D-1.     Transfer Station Under Construction at Amager  	  D-3
Figure D-2.     Source Separation Recycling Station at Copenhagen:
                   West	D-5
Figure D-3.     White Goods, Bicycles, Etc., Reclamation at the
                  Hague (Battelle Photo)	D-6
Figure D-4.     Front End Separation of Cooper-Rich Motors and Tires in
                  Scrap Dealer's Area at the Hague (Battelle Photo)  .  .  D-7
Figure D-5.     Crushing White Goods After Motor Removal in Scrap
                  Area at the Hague (Battelle Photo)	D-8
Figure D-6.     Ferrous Material Bin in Corner of Tipping Floor at
                  Uppsala (Battelle Photo)	D-10
Figure D-7.     Industrial Chemical and Hazardous Waste Collection Center
                  at Horsens	D-11
Figure D-8.     Horizontal Ventilation Air Pipe From Rendering Plant to
                  Zurich rHagenholz Plant	D-13
Figure D-9.     Street Sweeping Truck Off-Loading at The Hague	D-14
Figure D-10.    Front and Back End Materials Separation at The Hague.  .  D-15
Figure D-11.    Automobile Junk Yard Next to Refuse Burning Plant at
                  Horsens	D-17
Figure D-12.    Waste Streams and Their Treatment Options in Copenhagen
                  and Its Western Suburbs	D-18

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                         LIST OF FIGURES  (Continued)
Figure E-1.
Figure E-2.

Figure E-3.
Figure G-1.
Figure G-2.
Transfer Vehicle.  The cylinderical Chamber Holds About
  50m3 (1,675 ft3) Compressed at the Transfer Station
  by a Factor of About 3-3 to 1	E-6
Public Relations Cartoon of Oscar (of Sesame Street)
  Encouraging People to Put All Trash in the Containers . E-11
Cross Section and Plan View of Transfer Station 	 E-14
Annual Average Lower Heating Values for Berne, Stockholm,
  Frankfurt, The Hague and Duesseldorf and Range of
  Values for Other Cities 	 G-4
Shredder and Shear Layout at Duesseldorf	G-7
Figure 1-1.     Artist Sketch of the 1904 Refuse Fired Steam and Electricity
                  Electricity Generator as Manufactured by
                  Horsfall-Destructor Co. at Its Location
                  Location on Josefstrasse in Zurich	 1-20
Figure 1-2.     First Volund System Built at Gentofte in 1932 and
                  Decommissioned 40 Years Later in 1973	1-28
Figure J-1.   Steam Production, Flue Gas Temperatures, and COj Levels
                (Weekly Average) During the 4000 Hour Operating Cycle
                Between Cleaning at Zurich: Hagenholz Unit #3	J-17
Figure J-2.   Steam Production, Flue Gas Temperatures, and COj Levels
                (Weekly Average) During the 4000 Hour Operating Cycle
                Between Cleaning at Zurich: Hagenholz Unit #3	J-18
Figure J-3.   Arrangement of Components of Bolanderna Incinerator Plant  . J-31
Figure J-4.   Total (Three Lines) Operation Hours Per Month 	 J-32
Figure J-5.   Taken From an Article Written By Gabriel S. Pinto in April
                1976, that Discusses Basic Design of the Total Operating
                System at Copenhagen: West	J-34
Figure K-1.   Connected ans Specific Capacities in Europe 	 K-6
Figure K-2.   Schematic Showing How a Central District Heating System
                Compares in Efficiency With Individual Home Heating
                Systems	K-8
Figure K-3.   Building HVAC System Survey 	 K-10
Figure K-4.   Maximum Hourly Heat Demand Average Monthly Heat Demand. .  . K-12

-------
                         LIST OF FIGURES  (Continued)
Figure K-5a.  Steam Distribution and Return Condensate Pipes at
                Werdenberg	K-16
Figure K-5b.  Steam Distribution and Return Condensate Pipes at Paris .  K-16
Figure K-5c.  Hot Water Pipes at Werdenberg . . 	  K-16
Figure K-5d.  Hot Water Pipes at Uppsala	K-16
Figure K-6.   Conventional Hot Water Distribution Pipes ........  K-17
Figure K-7a.  Concrete Culvert	 . . .  K-18
Figure K-7b.  Plastic Pipe Culvert	  K-18
Figure K-7c.  Asbestos Cememt Pipe Culvert	K-18
Figure K-7d.  Copper Pipe Culvert 	  K-18
Figure K-8.   Design of the Trench When the Pipe is Insulated With
                Mineral Wool	K-19
Figure K-9.   Design of the Trench When the Pipe is Insulated With Wirsbo-
                Pur (Polyethylene Pipe) 	  K-19
Figure K-10.  Wirsbo-Pex Polyethylene Pipe and Wirsbo-Per Insulation Pre-
                fabricated Parts at a Junction Box	K-19
Figure K-11.  Several Figures of the Aquawarm System of Polyethylene
                Encased Copper Pipe	K-20
Figure K-12.  Asphalt Concrete Coated District Heating Pipe by
                 TK-ISOBIT	K-21
Figure K-13.  Total Energy Plan Built Up in Three Stages	K-23
Figure K-14.  Staged Development of District Heating in Sodertalje. . .  K-24
Figure K-15.  Annual Capital Investment of the City of Sodertalje
                Energy Authority	K-25
Figure K-16.  Two Schemes Showing How Customer Systems Can Be Converted
                to Hot Water District Heating 	  K-26
Figure K-17.  Portable Oil-Fired District Heating Sub Station 	  K-27
Figure K-18.  Portable Oil-Fired Fire-Tube Boiler 	  K-27
Figure K-19.  Original and permanent Standby Oil-Fired District Heating
                Boiler Building 	  K-28
Figure K-20.  Heat Load Duration Curve and Load-Splie.  Heat Only Package
                boileer Used (1) for Peaking, (2) When There is not Enough
                Refuse Supply or (3) When Energy Demand is Too Low. . .  K-29
Figure K-21.  Schematics of Simple Power Station and a Cogeneration
                Electricity and District Heating System 	  K-30
Figure K-22.  Useful Energy and Losses of Simple Power Generation
                Compared with Cogeneration	K-30
Figure K-23.  Fuel Economy in Condensing Plant and Combined Plant . . .  K-31

-------
                          LIST OF FIGURES  (Continued)
Figure K-24.  Heat Produced by Each Unit for the Optimum Case in the
                Long Range Plan for District Heating Supply in the
                Stockholm Area Using Oil, Refuse and Nuclear Power. . . . K-33
Figure K-25.  Werdenberg Steam and Hot-Water Distribution System
                (Courtesy Widmer & Ernst, Alberti-Fonsar) ... 	 K-34
Figure K-26.  Standby Oil-Fired Package Boiler at Werdenberg	K-35
Figure K-27.  Back Pressure Turbine at Werdenberg 	 K-35
Figure K-28.  Steam Distribution Trench at Werdenberg 	 K-36
Figure K-29.  Two Views of Air-Cooled Condenser at Werdenberg 	 . K-37
Figure K-30.  Cascade Type Water Heater on Left, Feedwater Tank and Steam
                Lines on Right at Werdenberg	K-39
Figure K-31•  Insulation, Installation and map of Hot Water Electrical
                Systems	K-UO
Figure K-32.  Schematic Diagram of Baden-Brugg Thermal and Electrical
                Systems	K-41
Figure K-33.  Steam and Return Condensate Lines Connecting Duesseldor's
                Refuse-Fired Steam Generator and the Coal-Fired Electrical
                Power Plant	K-1J3
Figure K-34.  Steam Distribution and Return Condensate Pipes of C.P.C.U.
                in Paris	K-52
Figure K-35.  Steam Produced TIRU (Solid Waste Fueled) and by C.P.C.U.
                (Fossiled Fueled) in Paris	K-53
Figure K-36.  Diagrams Thermal and of Electrical Systems at Stellinger-
                Moor	K-56
Figure K-37.  Electrical Power Generation Room	K-58
Figure K-38.  Steam and Boiler Feedwater Flow Pattern External to the
                Zurich: Hagenholz Boiler	K-58
Figure K-39.  Tonne Steam Produced Per Tonne of Refuse Consumed (1976
                Average was 2.41)	K-59
Figure K-40.  KWH Electrical Sales Per Tonne of Refuse Consumed 	 K-59
Figure K-U1.  1976 Heat Deliver to Kanton and Rendering Plant and Steam
                to EWZ From Zurich: Hagenholz	K-61
Figure K-42.  Kanton District Heating System (5.3 km Long) Using 260 C
                (500 F) Steam at Zurich, Switzerland	K-62
Figure K-43.  Entrance to Walk-Through District Heating Tunnel at Zurich:
                Hagenholz	K-63
Figure K-44.  Cross-Section Schematic of Pipes in the District Heating
                Supply and Return Tunnel at Zurich: Hagenholz	K-6U

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                         LIST OF FIGURES  (Continued)
                                                                         Page
Figure K-45.  1976 Energy Delivery (Warmeabgabe) to the Railroad
                Station, the KZW and EWZ	K-65
Figure K-M6.  Monthly Trend for 1976 of Heat Production and Utilization
                in Gothenburg (Courtesy GRAAB)	K-69
Figure K-47.  Schematic of Uppsala Heating System (Courtesy Uppsala
                Kraftvarme AB)	K-71
Figure K-U8.  Installation of Hot Water Distribution Piping (Courtesy
                Uppsala Kraftvarmewerke AB) 	  K-73
Figure K-^9-  Copenhagen:  Amager's Refuse Fired Energy Plant in the
                Foreground and the Oil Fired Plant in the Background.  .  K-75
Figure K-50.  Insulated Hot Water Pipes Leaving Boiler at Amager. . .  .  K-77
Figure K-51.  Pumps to Send Hot Water to the Power Plant Which Sends the
                Hot Water to the District Heating Network at Amager .  .  K-77
Figure K-52.  Map of District Heating Network of Amager Island	  K-77
Figure K-53.  Energy Delivery to the District Heating Network .....  K-78
Figure K-51.  Map Showing District Heating Customers	  K-80
Figure K-56.  District Heating Pipe Tunnel at Copenhagen:  West  ....  K-82
Figure L-1.   Reasons for 10-Fold Increase in Capital Investment Costs
                Over 10 Years for European Refuse Fired Energy Systems.  L-1
Figure L-2.   Comparison of European, American and Co-Disposal Systems.  L-7
Figure L-3.   Total Annual Expenses Versus Annual Tonnage 	  L-25
Figure L-4.   Expenses Per Tonnage (U.S. $ Per Ton) Versus Annual Tonnes
                (1976 Exchange Rate)	L-26
Figure L-5.  Net Disposal Cost for Tipping Fee at 13 European Refuse-Fired
                Energy Plants 	  L-30
Figures L-6.
  and   L-7.  Unit Prices for Electricity and Steam in Paris TIRU . .  .  L-U4
Figure L-8.   Revenue and Expense Components for the Four TIRU Plants  .  L-15
Figure L-9.   Costs of Zurich Cleansing Department Since 1928 	  L-49
Figure L-10.  Past and Predicted Trend of Net Operating Cost of  Refuse
                Burning Plant After Credit is Taken for the Value of
                Heating Recovered 	  ....  L-58
Figure M-1.   Organization Chart for Operation of Werdenberg Plant. .  .  M-8
Figure M-2.   Wuppertal Organization Chart	M-12
Figure M-3.   Organization Chart of TIRU in Paris	M-14
Figure M-M.   Organization Chart for Hamburg: Stellinger-Moor 	  M-15
Figure M-5.   Organization Chart for Municipal Functions in the  City of
                Zurich: Switzerland 	  M-16

-------
                          LIST OF FIGURES  (Continued)
Figure M-6.   Organization Chart for Waste Collection and Disposal in
                Zurich, Switzerland 	  M-17
Figure M-7.   Total Personnel (Collecting and Disposal) Working for
                ABFUHRWESEN: The City of Zurich	M-19
Figure M-8.   Control Room at Savenas Plant	M-22
Figure M-9.   Management Structure of CopenhagentAmager 	  M-2M
Figure M-10.  Annual General Meeting Participants 	  M-25

                                   VOLUME  II

Figure P-1.   Layout of Flingern Refuse Power Plant at Duesseldorf. .  .   P-3
Figure P-2.   Map of Wuppertal Plant	   P-M
Figure P-3.   Two Partial Views of the Receiving Area at the Issy Plant
                Showing the Scale House at the Unloading Platform . .  .   P-5
Figure P-4.   Top View of Savenas Waste-to-Energy Plant Showing Traffic
                Pattern, Weigh Stations and Distinctive Square U-FLue
                Chimney. Only three Flues in Use. Chimney Equipped with
                Two-passenger Elevator at Gothenburg	   P-7
Figure P-5a.  Scale House and Two Scales	   P-9
Figure P-5b.  Plastic Card	   P-9
Figure P-5c.  Monitor in Control Room of Truck Scale	   P-9
Figure P-5d.  Digital Readout in Scale House	   P-9
Figure P-5e.  Ramp to Tipping FLoor 	   P-9
Figure P-5f.  Tipping Floor 	   P-9
Figure P-5g.  Arrangement Permitting Good Crane View	   P-9
Figure P-6.   Residences Viewed Through Truck Entrance at Deauville
                Plant (Battelle Photograph) 	  P-11
Figure P-7.   Overall Section Inside the Werdenberg Plant (Courtesy
                Widmer & Ernst-Alberti-Fonsar)	P-1U
Figure P-8.   Truck Delivering Waste to the Pit at Baden-Brugg  The
                Pit Doors are Hydraucially Opened (Courtesy Region
                of Baden-Brugg)	P-16
Figure P-9.   Crane Operator, Cranes and Graabs above Pit (Courtesy
                Region of Baden-Brugg)	P-17
Figure P-10.  Main Storage Pit.  There are two Crane Operators Operating
                Pulpit for one is at Upper Left at Duesseldorf (Courtesy
                Vereinigte Kesselwerke AG)	P-18

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                               LIST OF FIGURES
Figure P-11.  New Polyp Bucket Being Prepared for Installation	P-19
Figure P-12.  Cross-Section of Boiler Systems, 1-3 The Hague	P-24
Figure P-13.  Crane Operator's Cabin at the Hague Plant with Empty
                Furnace Hopper and a Portion of the Floor Plate of the
                Vibrating Feeder in the Foreground	P-25
Figure P-14.  Mirror above a Furnace Hopper to Enable Crane Operator to
                Determine when the Hopper Needs to be Replenished -
                The Hague Plant	P-26
Figure P-15.  Polyp Bucket Dropping a Charge of Municipal Refuse into a
                Furnace Hopper at the Hague Plant 	  P-27
Figure P-16.  Transfer Truck in Unloading Position at the Gothenburg
                Savenas Plant 	  P-29
Figure P-17.  Refuse Pit with 2 of the 14 Doors Open to Receive Refuse
                at the Gothenburg Savenas Plant	  P-30
Figure P-18.  Truck Entrance Ramp to Uppsala. This was Added in 1971 to
                Enable Operation with a Much Deeper Bunker Which More Than
                Doubled Refuse Storage Capacity 	 . 	  P-32
Figure P-19.  Photo Shows Polyp Grab with Heavy Concentration of
                Plastic Waste from the Separate Commercial and Light
                Industrial Waste Pit at Horsens 	  P-33
Figure P-20a. Von Roll Shear Opening at Zurich.	P-31*
Figure P-20b. Scissors-Type Hydraulicly Driven Shear Adjacent to
                Hopper H	P-31*
Figure P-21.  Elevation and Plan Views of Von Roll Shear	P-36
Figure P-22.  Furnace/Boiler Cross-Sectional View of the Zurich:
                Hagenholz Unit #3 13 Martin's Double Feeder 	  P-40
Figure P-23.  Water Cooled Arch Connecting Feed Chute to Combustion
                Chamber at Baden-Brugg	P-42
Figure P-24.  Cross Section of One of Boilers No. I-1*	P-43
Figure P-25.  Arrangement of Uppsala Plant	P-49
Figure P-26.  Empty Feed Hopper Showing Line of Flame Beneath Double
                Flap Doors at Uppsala 	 .....  P-50
Figure P-27.  Warped Feed Chute at Copenhagen: West ".	P-52

Figure Q-1.   Basic Types of Grates for Mass Burning of  Refuse. There
                are Available Many Variations of These Basic Types.  .  .  Q-2
Figure Q-2.   Von Roll Reciprocating Step Grate in Refractory Walled
                Furnace	Q-9

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                               LIST OF FIGURES
Figure Q-3«   Two Steps of Von Roll Grate Using Reciprocatig
                Forward-Feed Design	   Q-10
Figure Q-4.   Arrangement and Drive of Grate Blades in Original Von
                Roll Grate	   Q-11
Figure Q-5.   Kunstler Grate and Air-Cooled Wall Plates Applied to an
                Incinerator	   Q-13
Figure Q-5a.  Diagrammatic View of Application of a 3-Step Kunstler &
                Koch Grate to 3-Pass Boiler	   Q-14
Figure Q-6.   Martin Three Run Grate System	   Q-16
Figure Q-7.   Side View of the Martin Grate	   Q-18
Figure Q-8.   Refuse Tumbling Action of Martin Grate 	   Q-19
Figure Q-9.   An Example of the Alberti Fonsar Step Grate System
                Assembled at the Factory	   Q-20
Figure Q-10.  Six Drum Walzenrost (Roller Grate); also Commonly Known
                as the Duesseldorf Grate. Note the Cast Iron Wiper Seals
                Between Adjacent Rolls Which Prevent Large Pieces of
                Refuse From Falling Out of the Furnace	   Q-21
Figure Q-11.  Sketches of Grate Action 	   Q-23
Figure Q-12.  Bruun and Sorensen Cast Alloy Grate Bars. The Older Bar
                is Shown Below the Newer, Wider Bar is Above	   Q-25
Figure Q-13.  Volund's Lengthwise Placed Section of Grate	   Q-26
Figure Q-14.  Volund's Movable Sections Hydraulically Driven by a
                Transverse Driving Shaft Connected to the Individual
                Sections by Pendulum Driving Bars	   Q-27
Figure Q-15.  One of the Earliest Volund Patents 	   Q-28
Figure R-1.   Martin Ash Discharger	   R-H
Figure R-2.   Martin Ash Discharger Dumping Into Vibrating Conveyor at
                Paris: Iss	   R-5
Figure R-3.   Cross Section of Baden-Brugg Plant 	   R-7
Figure R-4.   Discharge End of Residue Conveyor at AARAU, Switzerland
                Showing Electric Truck for Removing Loaded Hopper. . .   R-8
Figure R-5.   Residue Removal Sump and Oscillating Ram at Bottom of Plant
                at Trimmis, Switzerland	   R-9
Figure R-6.   Portion of Proposed Stapelfeld Plant at Hamburg Showing
                Refuse Removal Sump and Oscillating Ram at S Which Dis-
                charges to Either of 2 Trough Conveyors, C	   R-10

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                          LIST OF FIGURES (Continued)
Figure R-7.   Widmer & Ernst Quench Tank and Residue Removal Drive
                Mechanism at Oberthurgan, Switzerland 	   R-11
Figure R-8.   Furnace Bottom Ash Chute Discharging Into Ash Vibrating Steel
                Conveyor at Uppsala	   R-13
Figure R-9.   Alternative Designs for Flow of Refuse and Ash. .....   R-14
Figure R-10.  Plan of Duesseldorf Waste-to-Energy Plant 	   R-16
Figure R-11.  Inclined Conveyors Removing Baled Scrap at Duesseldorf. .   R-17
Figure R-12.  Close-up of Baled Steel Scrap at Duesseldorf. 	   R-18
Figure R-13.  Visitors Discussing Fine Ash Residue Uses Near Storage Area
                at Duesseldorf	   R-19
Figure R-14.  Wuppertal Plant Showing, in Top Portion, the Air-Cooled
                Steam Condenser Housing at Rear of Plant and Below the
                Privately-Operated Residue Processing Plant 	   R-21
Figure R-15.  Rear View Showing Ash Conveyor From the RFSG Plant to the
                Ash Recovery Facility at Paris: Issy	   R-22

Figure R-16.  Truck Dumping Unprocessed AHS (For Two-Week Stabilization
                Prior to Processing) at Zurich: Hagenholz .......   R-26
Figure R-17.  Signed Stumps, Tirs, Paper Rolls, Etc., Remaining After
                Ash Processing at Zurich: Hagenholz	R-27
Figure R-18.  Front End Loader Dumping Ash into Begining of Ash
                Processing System (Hopper, Vibrating Conveyor and
                Rubber Belt Conveyor) at Zurich: Hagenholz 	  R-28
Figure R-19.  Workman Removing Jammed material from Vibrating Conveyor
                Near End of Coarse Ferrous Line at Zurich: Hagenholz . .  R-29
Figure R-20.  Medium Ferrous Scrap from the Ash Recovery Process at
                Zurich:  Hagenholz 	  R-30
Figure R-21.  Coarse Ferrous Scrap from the Ash Recovery Process at
                Zurich:  Hagenholz 	  R-31
Figure R-22.  Mountain Pile of Processed ASH (1/H" and less) for Road
                Building at Zurich Hagenholz 	  R-32
Figure R-23.  Experiment Road Patch to Test Heavy Metal Leaching of
                Processed Ash Use	R-33
Figure R-2H.  Sketch of the Hague Plant Highlighting the Bottom Ash Pit
                and the Flyash Slurry Tank (Before ash recovery was
                installed)	,.	R-35
Figure R-25.  Bottom Ash Pit and Fly Ash Slurry Tank at the Hague. . . .  R-36

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                          LIST OF FIGURES (Continued)
                                                                        Page

Figure R-26. Conveyors and Magnetically Separated Scrap and Pile of
                Sized Residue Accumulated by New Resource Recovery
                System Adjacent to the Hague Plant (Battelle
                Photograph)	   R-37
Figure R-27.  Ash Being Discharged from Furnace onto Vibrating Steel
                Conveyor at Uppsala	   R-39
Figure R-28.  Vibrating Steel Conveyor Dumping Bottom and Fly Ash into
                Container at Uppsala (Battelle Photograph)	   R-40
Figure R-29.  Elevator for Ash Containers in Pit one Level Lower than Ash
                Conveyor at Uppsala	   R-lJI
Figure R-30a. Rubber Ash Conveyor at Copenhagen: Amager 	   R-43
Figure R-30b. Ferrous Separation from Ash at Copenhagen: Amager ....   R-H3
Figure R-31.  Skip Hoist Dumping Incinerator Ash (Slag) at Copenhagen:
                West	   R-W
Figure R-32.  Ash Handling and Processing at Copenhagen: West 	   R-^6
Figure R-33-  Ash Recovery at Copenhagen: West	   R-1!?
Figure R-3^.  Vibrating Machinery for Ash Processing at Copenhagen:
                West	   R-M8
Figure R-35.  Ferrous Magnetic Belt for Ash Recovery Processing at
                Copenhagen: West	   R-49
Figure R-36.  Mountain of Processed Ash Residue Awaiting use for
                Roadbuilding or Cinder Block Manufacture at
                Copenhagen: West	   R-50
Figure R-37.  The variation Interval for the I6mm Fraction of Graded
                Cinders Before (solid line) and after (dotted line)
                Compacting by Field Tests 	   R-52
Figure S-1.  Annual Average Lower Heating Values for Berne, Stockholm,
                Frankfurt, The Hague and Duesseldorf and Range of Values
                for Other Cities	   S-2
Figure S-2.   Partially Water-Cooled and Air-Cooled Furnace at
                Werdenberg-Liechtenstein	   S-U
Figure S-2a.  Diagram of Application of Kunstler Sidewall Blocks. . . .   S-6
Figure S-3.   Cross Section of Baden-Brugg Plant	   S-8
Figure S-1*.   HR. B. Lochliger, Assistant Plant Manager, Holding Steel
                Reinforcing Coil for Tube-Covering Molded Refractory. .   S-9
Figure S-5.   Cross Section of One of Boilers No. 1-U	   S-11

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                          LIST OF FIGURES (Continued)
Figure S-6.   Diagram of Location of Guiding Wall at Top of Furnace
                Outlet Showing Effect on Oxygen Distribution in Gases .   S-13
Figure S-7-   Cross Section of Boiler No. 5 with Roller Grate "System
                Duesseldorf"	   S-15
Figure S-8.   Schematic Cross Section of the Paris-Issy-Les Moulineaux
                Plant	   S-19
Figure S-9.   Issy Alumina Blocks Surrounding Boiler Surrounding Boiler
                Tubes	   S-21
Figure S-10.  Plastic Silicon Carbide Surrounding Boiler Tubes	   S-21
Figure S-11.  Issy Metal Wastage Zones and Areas of Corrective
                Shielding	   S-22
Figure S-12.  Issy New Second Pass Deflector Baffle to Protect Third
                Pass Superheater	   S-24
Figure S-13.  Metal Wastage of Water Headers Above the Hot Section of
                the Grate at Hamburg :Stellinger-Moor	   S-26
Figure S-14.  October 1976 Additions of Refractory to Hamburg
                Stellinger-Moor Furnace #1	   S-27
Figure S-15.  May 1977 Additions of Caps onto Studs and Refractory to
                Hamburg:Stellinger-Moor 	   S-29
Figure S-16.  Furnace/Boiler Cross-Sectional View of the Zurich:
                Hagenholz Unit #3	   S-3^
Figure S-17.   First Pass Walls Covered with Silicon Carbide Over
                Welded Studs: Shows Rejection of Slag from Walls of
                Zurich: Hagenholz ..... 	   S-36
Figure S-18.  Perforated Air-Cooled Refractory Wall Blocks by Didier
                as Installed by Von Roll at the Solingen Plant,
                West Germany	    S-39
Figure S-19.  Construction Photograph Showing Air Supply Chambers for
                the Refractory Wall Blocks Shown in Figure S-18 . . . .    S-39
Figure S-20.  Lower Portion of First Pass Showing 18 Original Sidewall
                Jets, Now Abandoned, Rear Nose Formed of Refractory
                Covered Bent Tubes, and Manifolds for New Front and
                Rearwall Secondary Air Jets Aimed Downward about
                30 Degrees	    S-41

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                          LIST OF FIGURES (Continued)
Figure T-1.   Schematic View of Werden-Liechtenstein Waste-to-Energy
                Plant	    T-4
Figure T-2.   Sketch of Air Flows to Furnace	    T-5
Figure T-3.   Widmer & Ernst Photo of Man Applying Kunstler Air-Cooled
                Wall Blocks at Plant in Trimmis Switzerland 	    T-7
Figure T-4.   Fifteen Secondary Air Jets of Revised System in the
                Baden-Brugg Rear Wall	    T-8
Figure T-5.   Proposed Revision of Sidewalls Incorporating Air-Cooled
                Cast Iron, Kunstler Blocks. ... 	    T-10
Figure T-6.   Anonymous Furnace Where Secondary Overfire Air is Very
                Little or Totally Lacking 	    T-13
Figure T-7.   Highly Turbulent Air at Hamburg:Stellinger-Moor Resulting
                from Very High Secondary Air Pressure	   T-14
Figure T-8.   Nearly Clear View Across First Pass at Hagenholz Unit #3
                After Secondary Overfire is Injected at High Pressure.   T-16
Figure T-9 .  Exterior View of Tubes for Secondary Air Jets on Side of
                Unit #4 at The Hague. Ten Jets are Spaced Horizontally
                and Two are Located Along a Slanting Vertical Line at
                Left. Note Springloaded Cap on Each Tube to Facilitate
                Inspection and Cleaning	    T-18
Figure T-10.  Lower Portion of First Pass Showing 18 Original Sidewall
                Jets, Now Abandoned, Rear Nose Formed of Refractory
                Covered Bent Tubes, and Manifolds for New Front and
                Rearwall Secondary Air Jets Aimed Downward About 30
                Degrees	   T-19
Figure T-11.  Six Dilution Sidewall Secondary Overfire Air Jets at
                Copenhagen:Amager 	   T-20
Figure U-1.  Graphical Definition of Overall Steam Generation Plant
                and the Specific Combination of Components Called the
                Boiler	   U-2
Figure U-2.  Dacha Type Superheater and Boiler Convection Arrangement
                for Proposed Staplefeld Plant at Hamburg	   U-7
Figure U-3.  Section through Werdenberg-Liechtenstein Waste-to-Energy
                Plant	   U-9
Figure U-4.  Cross Section of Baden-Brugg Plant .... 	   U-11
Figure U-5.  Cross Section of One of Boilers No. 1-4	   U-13

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                          LIST OF FIGURES (Continued)
Figure U-6.  Cross Section of Boiler No. 5 with Roller Grate "System
                Duesseldorf"	   U-14
Figure U-7.  Cross-Section of Wuppertal Plant 	   U-16
Figure U-8.  Issy-Les-Moulineaux Incinerator Plant Near Paris,
                France	   U-17
Figure U-9.  Large Boilers at Ivry Built for TIRU 4 Years after
                Issy	   U-19
Figure U-10. Cross Section of Stellinger-Moor Plant Started up at
                Hamburg in 1970	   U-20
Figure U-11. Furnace/Boiler Cross Section of Unit No. 3 at
                Zurich :Hagenholz	   U-25
Figure U-11a.  Boiler Tube Sections Layout at Zurich:Hagenholz	   U-27
Figure U-12. Comparative Cross-Sections of the Two Boiler-Furnace
                Systems at the Hague Plant. .	   U-29
Figure U-13. Cross-Section of Boiler Systems, 1-3 The Hague 	   U-31
Figure U-14. Comparative Cross Sectins of Dieppe and Deauville
                Refuse-Burning Plants 	   U-32
Figure U-15. Cross Section of Nominal 900 Tonne Per Day. Refuse
                Fired Steam-to-Hot Water Heating Plant at Savenas,
                Gothenburg	   U-31*
Figure U-16.   Cross Section of Furnace No. 4 and Boiler No. 3 at
                Uppsala	   U-37
Figure U-17.   Arrangement of Uppsala Plant . . 	 ....   U-39
Figure U-18.   Schematic of Original Horsens Plant with Water Spray
                Cooling Tower. .	    U-40
Figure U-19.   Engineering Drawing of Copenhagen: Amager 	    U-42
Figure U-20.   Moscow Plant Showing Four-Pass Water Wall Waste Heat
                Boiler Separate from the Furnace 	    U-43
Figure U-21.   Half Shields for Clamping on Superheater Leading Face
                at Baden Brugg	    U-52
Figure U-22.   Hard Coating on Bends of Superheater Tubes to be
                Installed in the Second Pass of Boiler No. 5	    U-53
Figure U-23.   Baden-Brugg Ruptured First Row Superheater Tube ....    U-55
Figure U-2*l.   Wuppertal Plant Showing Superheater Located in
                Second Pass Away from Furnace Flame	    U-60
Figure U-25.   Issy Shields for Bottoms of Superheater Tubes 	    U-62

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                          LIST OF FIGURES (Continued)
Figure U-26.   Issy Old and New Superheater Spacing	   U-63
Figure U-27-   Superheater Tube Arrangements at Issy and Hagenholz .  .   U-63
Figure U-28.   Superheater Flue Gas and Steam Temperature and Flow
                Patterns at Zurich: Hagenholz 	    U-65
Figure U-29.   Superheater Flue Gas and Steam Temperature and Flow
                Patterns at the New Zurich: Josefstrasse Plant and at
                the Yokohama, Japan Martin Plant	    U-66
Figure U-30.   Three Superheater Bundles at Hamburg: Stellinger-
                Moor	    U-69
Figure U-31.   Flow Defection Caused by Angle Iron Shields on First
                Row of Superheater Tubes	    U-70
Figure U-32.   Method of Welding Curved 50 mm Shields on First Row
                of Superheater Tubes	    U-71
Figure U-33.   Water-Tube Wall Portion of Boilers in Units 1-3, The
                Hague, Showing Suspended Platten-Type Superheater at
                Top of Radiation Pass, Screen Tubes at Outlet from
                Radiation Pass, Screen Tubes at Outlet from Radiation
                Pass, Sinuous Tube Convection-Type Superheater at Top
                of Second Water-Tube Walled Pass, Boiler Convection
                Sections, Economizer, and Tubular Air Heaters ....    U-?4
Figure U-31*.   Cross-Section of the No. 4 Boiler Furnace System
                at the Hague Plant	    U-75
Figure U-35.   Shot Pellet Cleaning Feed System at Uppsala	    U-84
Figure U-36.   Two Views of Air-Cooled Condenser at Werdenburg. . . .    U-91
Figure U-37.   Underside View of Wuppertal Plant Highlighting the
                Air-Cooled Steam Condensers and the Stack 	    U-93
Figure U-38.   Sloping Air-Cooled Steam Condenser Tubes at Zurich:
                Hagenholz	    U-95
Figure U-39.   Louvers Below Inverted V-Shaped Air-Cooled Steam
                Condensers at Gothenburg: Savenas 	    U-96
Figure V-1.    Oil Burner on Side of and Toward Rear of Furnace for
                  Firing of Waste Oil at Baden-Brugg	V-4
Figure V-2.    Cologne, West Germany Hospital Waste Incinerator with
                  Sidewall Oil Burner	V-5
Figure V-3.    Schematic of the Process of Waste Oil Firing	V-6

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                          LIST OF FIGURES (Continued)
                                                                        Page

Figure V-4.     Krefeld Waste-to-Energy Facility: Plan View	   V-8
Figure V-5.     Waste Oil and Solvent Receiving, Processing and Mixing
                 Layout at Zurich:Hagenholz 	    V-11
Figure W-1.     Krefeld Waste Processing Facility; Wastewater Treat-
                  ment Plant on Left, Refuse-and Sewage-Sludge-Burning
                  Plant on Right	   VM
Figure W-2.     Map of the Krefeld Refuse Burning and Wastewater
                  Plants	   W-5
Figure W-3.     Krefeld Sludge-Processing and Burning Systems	   W-6
Figure W-4.     Cross-Sectional View of Krefeld Plant	   W-7
Figure W-5.     Calculated Drying Mill Conditions as a Function of
                  Sludge Drying Rate	   W-9
Figure W-6.     Calculated Dust Load of the Flue Gas as a Function of
                  the Amount of Ash on the Grate	   W-11
Figure W-7.     Top of Two Luwa Sludge Dryers at Dieppe	   W-13
Figure W-8.     Cutaway Drawings Showing Principle of Luwa Dryer ...   W-14
Figure W-9.     Plot by Eberhardt of Relation of Combustible and
                Ash Content of Dry Sewage Sludge to Its Lower Heat
                Value	    W-18
Figure W-10.    Krings Results of Test in 1973 at Dieppe on the
                Effect of Type of Sludge and Sludge Feed Rate on the
                Efficiency of the Luwa Thin-Film Dryer	    W-19
Figure W-11.    Diagram of Horsens Refuse-Burning and Sludge-Drying
                Plant	    W-11
Figure W-12.    Co-Disposal of Refuse and Sewage Sludge at Ingolstadt,
                West Germany	    W-26
Figure W-13.    Overhead Plan for the Environmental Park at Biel,
                Switzerland	    W-28
Figure W-14.    Aerial Photo of Environmental Park at Biel,
                Switzerland	    W-28
Figure W-15.    Original Dano Kilns for Compost Initiation at Biel,
                Switzerland	    W-29
Figure W-16.    Aeration Turning by Pivot Bridge Final Composter at
                Biel, Switzerland	    W-29
Figure W-17.    Pig Feed made from Digested Sewage Sludge and Refuse.    W-30
Figure W-18.    Bricolari Compost Storage Yard (4-5 weeks) with Pig
                Feed Buildings in Background at Biel, Switzerland  .  .    W-18

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                          LIST OF FIGURES (Continued)
Figure X-1.     Sample Data Cards as Used in Plant Data System at
                Duesseldorf	    X-11
Figure X-2.     Downward View from the Wuppertal Plant Showing the
                Nearby Country Club and Swimming Pool	    X-13
Figure X-3.     Supply and Wastewater Systems at Krefeld 	    X-16
Figure X-4.     Replaceable Cast Alloy Steel Vane which Imparts Spin to
                the Gases Entering Each Collection Tube of the Prat
                Multiple Cyclone Dust Collector	    X-23
Figure X-5.     Deauville Refuse-Sludge Cofiring Plant	    X-21J
Figure X-6.     Arrangement of components of Bolander Incinerator
                Plant at Uppsala	    X-26
Figure X-7.     Electrostatic Precipitators Retrofitted for Units
                #1 and #2 Outside at Uppsala	    X-29
Figure X-8.     Ducts leading to Base of Ten Flue Chimeny at Uppsala.   X-30
Figure X-9.     Looking out the Windows Taken from Under the
                Electrostatic Precipitators at Copenhagen: West. .  .    X-32
Figure X-10.    Diagram of Equipment for Measurement of Dust
                Loading and Moisture Content of a Gas	    X-35
Figure X-11.    Appartus for Isokinetic Determination of the Dust
                 Content of Flowing Gases (VDI Konmission Reinhaltung
                 Der Luft)	    X-36
Figure Y-1.     Sample Data Cards Used in Plant Data System at
                Duesseldorf	    Y-3
                                                                  Uol828
                                                                  SW-771
                                   JJU.S.  GOVERNMENT PRINTING OFFICE: 1979-632-710/225

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