WORK PROGRAMME

PROJECT FOR THE EXPLOITATION OF RAW MATERIALS FOR CLAY ROOFING TILES AND FOR THE BRICK INDUSTRY, WITH ENVIRONMENTAL RECOVERY

1.       INDUSTRIAL OBJECTIVES AND EXPECTED ACHIEVEMENTS

1.1.    Specification of Industrial Problem

The production of roofing tiles and bricks in the Siena district dates back to the time of the Etruscans, encouraged by the special chemical-physical qualities of the clays found in the area.

The quarrying of these materials, however, has become increasingly problematic, due to the environmental degradation that is caused both during the quarrying operation itself, and after the quarry has been closed. The tile industry is therefore faced with the constantly growing difficulty of opening new, good quality, quarries that are sufficiently near to the factories, in economic terms (less than 10 km). There is the possibility of enlarging the existing quarries, but this must be done using extremely modern methods, which ensure environmental recovery during the mining phase itself, thus reducing the environmental impact to a minimum.

The overcoming of these problems will make it possible to continue with quality production, even in environmentally sensitive areas.

1.2.    Objectives

The general aim of this project is to develop a type of quarrying activity that:

     uses high-quality materials, following the specification of the most suitable process conditions for the production of roofing tiles and bricks, in relation to the chemical and physical properties of the clay types;

     has a reduced environmental impact, thanks to the adoption of a special mine plan by trenches;

     develops the environmental recovery simultaneously with the mining, thus drastically reducing the area subject to visual environmental impact;

     analyses the environmental recovery themes on the basis of the locally available materials that can be used for filling in the quarried areas;

     develops the environmental recovery simultaneously using special liners made out of materials that can be used for the filling in of the mining areas;

     studies the technical/economical of a mobile covering system which would totally eliminate the problem of environmental impact;

The techniques and methods used must also be economically competitive with traditional methods and related environmental recovery techniques.

1.3.    Expected achievements

     The continuation of the quarrying of high-quality clay near to the tile production plant, with the consequent containment of transport costs; an extremely important factor when dealing with a low-value material like clay.

     A mining plan by trenches which includes immediate environmental recovery during the mining phase, thus camouflaging the work zone as much as possible.

     An assessment of methods and materials for environmental recovery.

     The defining of the technical/economic parameters for a mobile covering, aimed at eliminating the environmental impact during the mining phase.

2.       Economic, Industrial, Social and Environmental Benefits and Industrial Opportunities.

2.1.    Economic potential

The aim is to allow the continuation of an activity which would otherwise be destined to contract through a lack of high-quality primary materials, because of the environmental problems related to the opening of a new quarry (with the consequent serious damage, both economical and social), whilst at the same time maintaining the same level of management, in economic terms.

In Italy, the annual production of kiln-fired roof tiles is estimated to be 1,350,000 tons, with the figure for Europe being 5,750,000 tons; the number of direct employees in Italy is 1200, and number in the whole of Europe is 6000, representing about 12% of the entire labour force in the tile production sector. The market value of clay roofing tiles in Italy is estimated to be 100 MECU/year.

The present market for liner material that can be used as a covering in the environmental recovery phase during the mining operation is 50 million sq.m., a value of about 250 million ECU/year.

The associated ancillary items for use in land reclamation in Europe=100 million ECU.

2.1.1. Economic justification of project

The total cost of the project is 2.698 MECU over a  period of 3 years.

This cost is relatively low, in relation to the size of the clay roofing tiles market, which is 100 MECU/year in Italy alone. In Europe it is estimated to be at about 600 MECU/year. The favourable development of this project will allow the productive activity to continue without causing damage to the environment. The possibility of using process plant waste as a filling material, together with other locally procurable solid waste substances that are suitably inertized on site, will eventually make environmental recovery at competitive costs a viable prospect in the general scenario. It will lead to a growth in the liners' market at an estimated annual rate of about 10% over the next decade.

2.1.2. Patent/Copyright possibilities

The complete project seems to be unpatentable; the know how acquired will be available to all those who participate in the research. The software developed in the present project will  be protected, wherever possible, through copyright.

The patents that can be expected from the research results will be related to the techniques and systems used for the recycling of leachate in the waste mass, in order to accelerate the inertization of waste products within a limited period of time (10 years). Another patent will be related to the technical assistance involved in the collection and exploitation of biogas during the inertization of the waste products.

2.1.3. Other industrial sectors

Other industrial sectors involved in the project will include companies producing solid waste matters that are not classified as toxic or noxious, and which could be used as filling materials.

The indirect ancillary market for liners consists of: the industrialized sector of the chemical industry for plastic products, the engineering industry for the manufacture of extruded plastic items, calenders, etc., the instruments and services sector for the running of the plants and the development of engineering resources. When divided up into the different sectors, this indirect market has the following characteristics:

TABLE 2.3: Analysis of Global and EC Direct and Indirect Market

INDUSTRIAL SECTOR

GLOBAL

EC

Components for dumping

50%

50%

Monitoring

20%

20%

Ind. machinery for earth movements

30%

30%

2.2.    Social and Environmental Benefits

The inherent nature of this project will lead to both social and environmental benefits.

Nowadays, the opening of new quarries is strongly contested and, consequently, employment prospects in the clay roofing tiles production sector and the tile industry in general are directly threatened. A further consequence would be that the subsidiary labour force, approximately equal in size to the direct labour force, would also be ridimensioned. Another factor to be considered, from the historical-cultural point of view, is the importance of this type of roofing, which is such a characteristic architectural feature, both rural and urban, of a large part of Italy and other European countries.

2.3.    Strategic importance and pre-regulation aspects

The positive development of this project will provide the European tile industry and quarrying in general with the tools and technology needed to create an industrial activity that is both healthy and caring for the environment, and which can also offer an alternative solution to the problem of solid waste disposal.

I.L.R. will be able to increase its production of clay roofing tiles if it can enlarge its currently active quarries near to the factory and get rid of its processing waste;

SLT specializes in the production of components and systems for environmental recovery and waste treatment, and would thus be able to extend its activity;

M.I. specializes in the design of quarries and mines, and will draw up the trenches mining plan, with an analysis of the methods of simultaneous environmental recovery, with back-up from specialist sub-contractors.

The commercial risk continuously increasing, in that the ever more restrictive regulations in the environmental field are creating considerable operative problems in the clay roofing tiles industry, making the opening of new quarries a particularly difficult prospect.

3.       STATE OF THE ART AND DEGREE OF INNOVATION

Quarrying for the clay roofing tile industry still uses traditional-type methods; the old quarries were often opened in times when the environmental protection regulations were not as restrictive as they are now, and the environmental of these quarries is very often serious and frequently irremediable.

This is making it increasingly difficult to open new quarries, which must be located near to the processing plants, as the primary materials, being of low value, cannot be subject to long transport distances.

Current environmental recovery methods, which use products such as natural clay for lining material, cannot totally guarantee the gas migration barrier; bitumen sheets, on the other hand, are easy to use but are not very long lasting against biological/chemical attacks, rodents and root penetration.

The state of Art in JAPAN and USA is much less advanced than in EUROPE in this specific field.

The HDPE liner, 10m wide by 200 meters long, was invented in EUROPE 20 years ago, and yet was manufactured in the USA 10 years later. Because of the availability of space in the USA, research into and use of liners for environmental protection was not encouraged. The raw material for liners is polythene, derived the upgrading of crude or mineral gases (distillation cracking, polymerization).

The need thus arises to put forward mining plans which contain more than a simple environmental recovery scheme for when the vein is no longer worked, as this would leave the problem of environmental impact unresolved for a considerable number of years. The method of mining by trenches ensures that the visual environmental impact is kept to a minimum; the research would also look into the design of a mobile covering system, with the aim of totally eliminating the appearance aspect of the mining works, and also of considerably reducing percolation due to rain water.

Finally, a recovery scheme which works simultaneously with the productive activity itself represents one specific aspect of the way of coping with the phenomena of recovery and control and how these are interconnected with the mining process itself; further studies must be made into the types of measures that are necessary for and preparatory to the recovery, which also takes into account the materials to be used for the filling of the quarried areas; finally, the possibility of combining the quarrying with the disposal of industrial waste and non-toxic and non-noxious waste in general on a continuous basis, represents a notable development of a prospective framework into which a mature and at risk mining activity can be fit.

The export of technology is expected to be towards highly industrialized and developed countries, especially in densely populated areas.

To our knowledge, there are no national or EC-funded research projects that can be incorporated into this work.

This project will make it possible to assess the technical and economical parameters for the whole cycle (quarrying, clay roofing tiles factory, environmental recovery, waste disposal), as this assessment has not yet been made in practice on an industrial activity that is currently in progress.

The success of the project will emphasize the possibility of keeping currently existing quarries open, once they have overcome the environmental problems that are normally related to a traditional activity of this type.

4.       OVERVIEW OF TECHNICAL PROGRAMME

This section contains an overview of the kind of technical approach that would be needed to set up an operative process. The research tasks are described in more detail in section 6.

4.1.    Project Structure

The diagram below shows the main technical tasks that would be for the development of the process, and the interrelationship between the tasks themselves.

 

A)  Assessment of the chemical, physical and mineralogical properties of mined clays:

A study of the qualitative characteristics of the materials currently being mined.

B)  Geological, geotechnical and hydrogeological analysis of sites:

A study of the hydrogeological and geomechanical conditions of the current quarrying zones. The study will centre on an assessment of the underground water layers and of the geo‑mechanical/hydraulic situation of the rocks in the quarrying zone.

(The above tasks must be carried out even though they are not part of the project itself).

1)   Assessment of environmental compatibility:

On the basis of the results of points 1) and 2), the most suitable areas for productive activity with the proposed methods will be identified. The local surrounding conditions will also be analyzed for an identification and quantification of the possible constraints on mining activity.

2)   Study of filling materials:

The possible materials that can be used as fillers will be identified. The materials available in the zone will be classified, such as the waste material from the tile industry and other industries, etc.

3)   Study of lining and inertization techniques:

A study will be made of the possibility of using HDPE liners for the isolation and inertization of the filling materials.

4)   Study of a mobile covering:

A technical-economical study of a mobile covering for the areas being mined, together with a simultaneous recovery system, aimed at eliminating the visual impact.

5)   Mining plan:

The study and drawing up of a mining plan by trenches, on the basis of points 1) and 3).

6)   Recovery plan:

A study of a recovery plan for the mined areas, aimed at developing a mining-filling cycle, with the planting out of suitable vegetable species and the definitive setting out of the water system in the area.

7)   Assessment of Economic viability of the test operation:

An evaluation of the economic viability of the entire project, with a comparison with current mining costs and traditional recovery methods will be made.

8)   Mining, environmental recovery and environmental monitoring

The operative phase of the project with simultaneous experimental mining by trenches, filling of the mined zones and environmental monitoring.

9)   Evaluation:

The results of the experimental mining will be assessed, along with their validity on a large scale, from the technical, economic, employment and environmental point of view.

4.2.    Project Methodology The study of a quarry that is mined and recovered on a continuous basis involves the following main research tasks:

       Chemical, physical and mineralogical tests on clays

       Hydrogeological, Geological and geotechnical analyses, aimed at choosing the most suitable sites

       Assessment of environmental compatibility

       Selection of the filling materials and a study of their chemical-physical-mechanical characteristics

       Assessment of on-site lining and inertization techniques

       Study of a mobile covering

       Mining plan

       Environmental recovery plan

       Assessment of Economic viability of the test operation

       On-site testing of the mining-filling method

       Evaluation of results, and forecasts for the large-scale application of the proposed methods.

4.2.1. Hydrogeological, Geological and geotechnical analyses aimed at choosing the most suitable sites

Theoretical analysis and tests for the assessment of possible sites in currently mined zones where the project is to be made operational. The geological and geotechnical characteristics of the land in the zone will be studied, by means of field tests and laboratory tests.

4.2.2. Chemical, physical and mineralogical tests on clays

The technological characteristics of the clay types currently being mined will be identified by means of chemical analyses, mineralogical tests, drying and firing tests and mechanical tests, in order to verify the suitability for production, and for the specific production of high quality clay roofing tiles.

4.2.3. Assessment of environmental compatibility

On the basis of the geological-structural and geotechnical characteristics, together with the hydrogeological situation, the most suitable sites for the carrying out of the project will be identified.

4.2.4. Selection of the filling materials and a study of their chemical-physical-mechanical characteristics

The various materials available in the zone that can be used for fillers will be classified on the basis of their chemical-physical-mechanical properties. The materials will be selected from the waste products of tile factories and other local industrial plants, etc.

4.2.5. Assessment of lining and on-site inertization techniques

HDPE liners will be used for lining.

4.2.6. Study of a mobile covering

A technical-economic study will be made of the application of a mobile covering above the mined areas; this covering will practically eliminate the visual and appearance aspect of the mined zone.

4.2.7. Mining plan

Study and drawing up of a mining plan, aimed at reducing the visual impact of the mining activity, with mining and recovery by trenches.

4.2.8. Environmental recovery plan

An environmental recovery plan for the end of the productive cycle in the mined zone will be drawn up. A study will be made of the planting of local tree species that are compatible with the soil, made up from inertized filling material, for the reforestation of the area. The definitive plan for the water system in the area will also be drawn up.

4.2.9. Assessment of economic viability of the test operation

A technical-economic analysis of the productive activity and planned recovery will be made, in order to assess the economic viability of the project.

4.2.10.     On-site testing of the mining-filling method

An experimental mining project will be set up in the selected zone, using the combined quarrying-filling-inertization recovery cycle described above. An environmental monitoring system will be set up that will continue to operate after the completion of the test.

4.2.11.     Evaluation of results, and forecasts for the large-scale application of the proposed methods

The results of the on-site tests will be compared with the project hypotheses. The environmental monitoring data will be assessed. The results will be used to update the economic study for large-scale application, and for an assessment of the social-environmental consequences.

4.3.    Assessment of technical risks

The following technical risks are considered as being critical to the success of the project:

     Given the need to develop a complete cycle project, it is essential that an assessment is made of the constraints on mining and simultaneous recovery, and of the economic viability of the various possibilities.

     The possible systems must be adaptable to other situations in the quarrying sector, and to the various types of materials that can be used for the recovery.

It is believed that the initial risk is to be considered as high as regards the feasibility of a mobile covering, given the considerable costs that this will entail, whilst the risk is limited for all the other aspects of the project, as the environmental regulations are constantly imposing the quest for innovative solutions to traditional-type quarrying, and the lack of an answer is already creating difficulties for clay roofing tiles concerns, due to a progressive lack of raw materials.

The risks regarding pollution of the water table are negligible, as the bottom liner and lining installation conforms to the most advanced requirements and rules set down by the authorities, such as the EPA (U.S.A.) and the TA-Abfall (Germany).

The main threat to the research project is the extent of time needed for the inertization of waste materials.

There are no risks for other types of environmental impact, apart from those which can already be applied to the standard landfill practices currently in use.

5.       PROFILE OF CONSORTIUM

Table 5.1 Overview of participants.

Partner

I.L.R.

SLT

M.I.

Role

PC

PR

PR

Type

IS3

IS3

IS5

 

Table 5.2 Tasks assigned to partners

Tasks per partner

Description

I.L.R.

SLT

M.I.

Task 1

XXX

XX

X

Task 2

XXX

XX

 

Task 3

 

XXX

XX

Task 4

X

 

XXX

Task 5

XX

X

XXX

Task 6

XXX

XX

 

Task 7

 

 

XXX

Task 8

XXX

XX

X

Task 9

XX

X

XXX

 

XXX    -           Leading Partner

XX       -           Assisting Partner

X         -           Minor Assisting

5.1.    Contribution Of Partners And Responsibilities

I.L.R. is an industrial concern of size S3, the main activity being the production of clay roofing tiles and bricks, together with the running of a clay quarry.

The main tasks of I.L.R. (project coordinator) are:

Task 1     Assessment of environmental compatibility

Task 2     Selection of the filling materials and a study of their chemical-physical-mechanical characteristics

Task 4     Study of a mobile covering

Task 5     Mining plan

Task 6     Environmental recovery plan

Task 8     On-site testing of the mining-filling method

Task 9     Evaluation of results, and forecasts for the large-scale­ application of the proposed methods.

I.L.R. will take on the responsibility for obtaining deliverables for tasks 1,2,6,8.

Personnel:

1          Senior Engineer
1          Junior Engineer
            Senior Technicians (22% of  the manpower)
            Mine Personnel

Equipment available:

            Mine infrastructure
            Center support equipment
            General use trucks

Equipment to be charged to the project:

1          Excavator
1          Wheel loader
1          Bulldozer
1          Landfiller
1          Dumper

I.L.R. personnel will carry out all the necessary preparatory tasks as well as the actual exploitation of the quarry and all the activity needed for the landfilling of the wastes.

This personnel will consist mainly of operators as well as survey staff. (Technician 70% Senior Technician 22% Junior Engineer 6% and Management 2%).

The charge will correspond to the period o f the mine test

I.L.R. will also provide the land and all the ancillary works needed by research and the further exploitation of the site.

SLT is an industrial concern of size S3, the core business interest being the manufacture of large-sized HDPE Liner. SLT is also a leader in the development of liner systems for application in canal protection systems, sewage canals, storage basins for chemicals, etc. It has also developed a barrier system to prevent gas penetration from toxic wastes, aimed at protecting the health of inhabitants and avoiding possible ecological disasters and disease epidemics, etc. Its main role in the research is:

Task 1     Assessment of environmental compatibility

Task 2     Selection of the filling materials and a study of their chemical-physical-mechanical characteristics

Task 3     Assessment of on-site lining and inertization techniques

Task 5     Mining plan

Task 6     Environmental recovery plan

SLT will take on the responsibility for obtaining deliverables for task 3

SLT is in charge for designing, engineering and installation of landfill, with lining system facilities for leachate and biogas.

Personnel:

1          Technical director
1          Senior Engineer
1          Junior Engineer
1          Lining crew of 7-8 people

The on site operation will be supervised by the local representative of SLT.

Required equipment consist mainly of power generators, hoisting and welding equipment. The main idea behind the reclamation project is the one of containing the materials inside watertight cells letting all the processes to happen in a controlled environment. The process entails the possibility of quickly insulate the material before the insurgence of scents or other bothersome reactions.

Equipment available:

            Power generator
            Hoisting equipment
            Front end loaders
            Compacter

Equipment to be charged to the project:

            Welding equipment
            Testing equipment

SLT will provide the linings (HDPE, protection layers, draining piping and related equipment), the facilities necessary for leachate and biogas generated from the wastes encapsulated in the landfill.

Layers of the complete lining system.

Sketch of the complete system.

It is estimated that about 15.000 m² of HDPE lining 2mm will be necessary for the three consecutive cut-and-fill rounds. The same amount is estimated for the other layers forming the complete lining system.

The liners must be regarded as a part of a complete system as it is outlined in the sketch.

M.I. is an industrial concern of size S1, part of a mining group of size S5, and its main roles in the research project are:

Task 1     Assessment of environmental compatibility

Task 3     Assessment of on-site lining and inertization techniques

Task 4     Study of a mobile covering

Task 5     Mining plan

Task 7     Assessment of Economic viability of the test operation

Task 8     On-site testing of the mining-filling method

Task 9     Evaluation of results, and forecasts for the large-scale application of the proposed methods.

M.I. will take on the responsibility for obtaining deliverables for tasks 4,5,7,9

M.I. will provide mining engineers and software experts. The mining engineers to be employed in the project are:

two mining engineers with more than twenty years experience in open pit and underground mines in Italy and abroad.

one mining engineers with experience in R & D, geotechnical studies and environmental monitoring and control.

Existing computing facilities and specialized software will be employed.

The software expert is one PHD in Physics, specialized in computer application for technical and scientific research, including design of monitoring system also with specific original software.

Existing computer facilities, as PC386, HP Laserjet III printer, Plotter A4 and specialized software as MAGMA, OP.Mine, Mining Italiana original package for technical and economical analysis of open mines, will be employed.

One PC and a plotter will be purchased for the research purposes.

The partnership structure, therefore, consists of a company that manages the quarrying activity and the production of clay roofing tiles bricks (I.L.R.), a company that is active in the environmental recovery sector (SLT), and a company with expertise in the design and running of a complete mining cycle (Mining Italiana).

I.L.R. has several quarries, one of which will be made available for the research.

6.       DETAILED DESCRIPTION OF TASKS

The project will take as its starting point the work that has already carried out by the individual partners in their own specific fields of activity. The partnership will develop a collective technique, as described above. The quarry itself, along with the dumping materials to be studied in the project, is outlined below:

     The quarry is located in Monte Martino near the plant where the clay is to be used and where clays are particularly suitable for the production of roof tiles .

     The dumping materials consist of processing waste from the clay roofing tiles factory and industrial waste products from other industries in the area, etc.

Task A Hydrogeological, Geological and geotechnical analyses, aimed at choosing the most suitable sites

    Objectives

The scope of the first task is to define the geo-structural characteristics of the geological formations that will be affected by the mining. Also, the hydraulic features and the underground and above-ground water systems will be defined. The geomechanical properties will be studied.

    Starting point

All that is available is a general geological knowledge derived from regional surveys, along with the know-how gained during the mining phase.

    Technical approach

A detailed geological survey will be carried out the zone. Piezometers will be used to identify the underground water system. The surface water system will be studied, in order to protect it during the mining with the proposed methods. A study of the mechanical features will be made, by running tests on undisturbed samples. The core samples will be sent to a geotechnical laboratory for the necessary tests.

Task B Chemical, physical and mineralogical tests on clays

    Objectives

The aim of this task is to classify the mined material for the production of clay roofing tiles and bricks in order to assess the suitability of the potential quarrying sites and to set the size of the mining site.

The economic savings obtained with the use of new firing techniques can be used to compensate the additional cost of improving the quality of the clay material. This will give a wider choice of quarrying sites that lie within an economical distance and will therefore lead to a reduction of the problems caused by environmental constraints and increased production and employment possibilities.

    Starting point

A knowledge of the clay materials extracted up to present is available.

    Technical approach

This research activity will be divided up as follows:

     Identification of the correct sampling procedure for the quarried product.

     Mineralogical classification of the clay materials.

     Physical-chemical classification of the clay types from the potential quarrying sites, using a series of standard tests:

moisture content, weight loss during calcination (by Thermogravimetry), silica, aluminium, iron, calcium, magnesium oxides, alkaloid oxides, sulphates, carbonates, humic acids, impurities content and level of plasticity.

     Mechanical characterization of laboratory- manufactured articles made from the extracted materials under different firing conditions.

     The development of new processes and new formulations for the production of clay roofing tiles, based on the clay materials extracted from the quarrying site:

The development of a chemical process for improving the quality of the poorer quality clay excavated from mining sites which lie within an economical distance and which have a low environmental impact.

The assessment of microwave processing as a potential alternative technology for the drying of ceramic materials, geared towards the production of improved quality bricks with shorter processing times and lower production costs. In fact, a rapid and uniform heating effect can be achieved with microwave firing, even with large-size objects. A uniform heating process is essential to avoid thermal stresses that lower the mechanical properties of the product.

Task 1 Assessment of environmental compatibility

    Objectives

Task 1 aims to assess the environmental impact of the activities related to the exploitation of the possible test sites with the proposed innovative method.

    Starting point

The zones in which the test site will be located are known and near by clay quarries are currently exploited.

    Technical approach

An analysis of the geo-structural and hydrogeological characteristics of the formations to be affected by the productive activity, along with a study of the local water system; the results will be used for a more precise definition of the site for the experimental mining.

Partner

Man months

I.L.R.

7

SLT

2

M.I.

1

    Deliverables

Environmental impact study (Month n°6)

    Interdependence with other tasks

Task 1 provides input for Task 5

    Duration

6 months; from month 1 to month 6

    Subcontractors

S-ILR-A , S-ILR-B and S-ILR-C Involved in this Task

Task 2 Selection of the filling materials and a study of their chemical-physical-mechanical characteristics

    Objectives

The aim of task 2 is to identify and select the most suitable materials to be used as fillers.

    Starting point

The places where these materials are produced are known.

    Technical approach

The classification of the filling materials available in the zone will be carried out on the basis of the chemical‑physical-mechanical characteristics. The materials will be selected from the industrial waste produced by the brickworks and other local industries, etc. Physical-chemical tests will be made in accordance with currently binding environmental regulations. The mechanical features, deformability and resistance and the granulometric composition will be determined by laboratory tests. Also, the permeability coefficient of the material will be determined.

Partner

Man months

I.L.R.

14

SLT

6

M.I.

-

    Deliverables

Specialist technical reports describing:

4. Results of studies of filling material (Month n° 9)

    Interdependence with other tasks

Task No. 2 provides input for task 5

    Duration

9 + 9 months; from month 1 to month 9 and month 19 to month 27

    Subcontractors

S-SLT-B Involved in this Task

Task 3 Assessment of lining and on-site inertization techniques

    Objectives

Task 3 sets out to define the most suitable techniques for the lining and for the on site inertization of the disposed materials. The aim is to incorporate these operations directly in the productive cycle of the quarry, and not to postpone them until when the quarry is exhausted.

    Starting point

The starting point consists of the know-how of SLT, the manufacturer of non-biodegradable HDPE liner and of the input of the academic experts.

    Technical approach

After an in-depth site survey, a detailed topographical survey will be conducted in the experimental mining zone. A plan for the lining will be drawn up, together with an outline for the inertization system using the leachate recycling system.

Partner

Man months

I.L.R.

-

SLT

15

M.I.

8

    Deliverables

Specialist technical reports describing:

Results of the studies of treatment and confinement systems for the filling materials (Month n° 15)

    Interdependence with other tasks

Task 3 requires input from task 1

Task 3 provides input for task 5

    Duration

12 + 9 months; from month 4 to month 15 and month 21 to month 30

    Subcontractors

S-SLT-A, S-SLT-B and S-SLT-C Involved in this Task

Task 4 Study of a mobile covering

    Objectives

The objective of task 4 is a technical-economical study of mobile coverings to shield the quarrying operations from view. Methodologies and computer simulation programs for detecting and avoiding future optical pollution will be developed.

    Starting point

There are no known analogous experiences in the quarrying sector.

    Technical approach

The technical-economic study will center on the static and mechanical design of the covering, evaluating the single cost items and the probable investment needs for the particular test site.

Partner

Man months

I.L.R.

4

SLT

-

M.I.

2

    Deliverables

Specialist technical reports describing:

The methodology and mobile covering design (Month n° 9)

    Interdependence with other tasks

Task No. 4 provides input for task 5

    Duration

6 months; from month 4 to month 9

Task 5 Mining plan

    Objectives

Task 5 aims to study the mining by trenches method which will allow for the filling with the materials selected in task 2, to be combined with the use of the mobile covering, and with the methods in task 3, in conditions of absolute environmental safety.

    Starting point

The know-how acquired in the previous tasks.

    Technical approach

A mining method will be developed which will allow for the simultaneous treatment and filling between the mining phases. A permanent monitoring system will be drawn up which will control the conditions of the surface and underground water deposits, checking that there are no emissions of pollutant substances into the work environment and the zones around the quarry.

Partner

Man months

I.L.R.

9

SLT

1

M.I.

8

    Deliverables

Specialist technical reports describing:

Mining plan (Month n° 15)

    Interdependence with other tasks

Task No. 5 requires input from tasks 3 and 4

Task No. 5 provides input for tasks 6, 7 and 8

    Duration

12 months; from month 4 to month 15

    Subcontractors

S-ILR-A , S-ILR-C Involved in this Task

Task 6 Recovery plan

    Objectives

Task 6 aims to set out the reclamation operations that will be required when the mining is finished.

    Starting point

The know-how acquired in the previous tasks and in similar operations carried out by I.L.R. and SLT.

    Technical approach

The operations after the mining involve the planting of vegetable species that are known to be compatible with inertized land surfaces plus the related water system works.

Partner

Man months

I.L.R.

3

SLT

2

M.I.

-

    Deliverables

Recovery plan (Month n° 15)

    Interdependence with other tasks

Task No. 6 requires input from task 5

Task No. 6 provides input for tasks 7 and 8

    Duration

6 months; from month 10 to month 15

    Subcontractors

S-ILR-B, S-SLT-A and S-SLT-C Involved in this Task

Task 7 Assessment of Economic viability of the test operation

    Objectives

The objective of task 7 is the economical review of the project.

    Starting point

The know-how acquired in the previous tasks and the experience gained by M.I. in this field.

    Technical approach

An assessment will be made of the operational and capital costs of the project. After making a hypothetical forecast of the plant depreciation time, a financial model will be constructed for the calculation of the IRR and NPV. The comparison will be made using the current method.

Partner

Man months

I.L.R.

-

SLT

-

M.I.

2

    Deliverables

Specialist technical reports describing:

Results of the economic study (Month n° 18)

    Interdependence with other tasks

Task No. 7 requires input from tasks 5 and 6

Task No. 7 provides input for task 8

    Duration:

6 months; from month 13 to month 18

Task 8 On-site testing of the mining-filling method

    Objectives

Task 8 aims to provide an operational assessment of the project.

    Starting point

The know-how acquired in the previous tasks and the experience gained in this sector by I.L.R. and SLT and the sub-contractor.

    Technical approach

An experimental mining by trenches scheme will be set up, combining the quarrying, lining and waste filling phases into a single cycle, using the methods devised in the previous tasks. During the mining, the environmental monitoring system drawn up in task 5 will be set up, which will continue to operate after the mining.

It  is estimated that each trench will involve an excavation of about 10.000 m³ in a depth of about 20 m. Three such trenches will be excavated, lined and filled during the test. The lining estimated as necessary will be about 15.000 m² composed of multiple layers according to the plan established in task 5 and existing regulations. The system will be completed with the needed leachates and gas control piping and equipment.

The lining will be provided by SLT.

Partner

Man months

I.L.R.

90

SLT

92

M.I.

1

    Deliverables

none

    Interdependence with other tasks

Task No. 8 requires input from tasks 5, 6 and 7

Task No. 8 provides input for task 9

    Duration

15 months; from month 19 to month 33

    Subcontractors

S-ILR-C, S-SLT-A, S-SLT-B and S-SLT-C Involved in this Task

Task 9 Evaluation of results, and forecasts for the large-scale application of the proposed methods.

    Objectives

The objective of task 9 is to evaluate the results of the project.

    Starting point

Data from mining work and environmental recovery

    Technical approach

The technical-economic data from Task 8 will be analyzed in order to set out the basic procedures and their scale-up, paying particular attention to any social or economic benefits.

Partner

Man months

I.L.R.

6

SLT

3

M.I.

3

    Deliverables

Specialist technical reports describing:

Results of on-site tests and assessments (Month n° 36)

    Interdependence with other tasks

Task No. 9 requires input from task 8

    Duration

6 months; from month 31 to month 36

    Subcontractors

S-ILR-A , S-ILR-C , S-SLT-A and S-SLT-C Involved in this Task

Task 10 Project Management

    Approach

See section 7, management of the project

Partner

Man months

I.L.R.

4

SLT

2

M.I.

2

7.       PROJECT MANAGEMENT

7.1.    Overall organization (Figures 2 and 3)

I.L.R., being the main contractor, will take on the responsibility for managing the project.

The coordinator will deal directly with the Commission representative. A project coordination committee will be formed from amongst the members of the partnership to provide technical and financial planning and control.

Each industrial partner will have two representatives on the committee - one technical and one financial.

The coordination committee will appoint technical sub-committees, who will manage the individual tasks of the project. There will be a task leader for each task, appointed by the task committee, who will be also a member of the project coordination committee (and will normally be the technical representative).

The task sub-committees will meet as required throughout the project.

Information flow will be via a computer telecommunication network. Every quarter, partners will submit a brief summary report to the project coordinator, including financial expenditure details.


7.2.    Deliverables

The written deliverables to the commission will be in English and provided to all partners.

     Full progress report every 12 months

     Brief intermediate progress report (every 6 months between the main reports)

     Specialist technical reports on the individual tasks

     A mid-term assessment report (in conjunction with the progress report at the end of 18 months)

     Laboratory and computer demonstrations

     Exploitation report

     Non confidential summary reports accompanying the annual and final report.

     Final report

7.3.    Milestones

The following specialist technical reports will clearly indicate the achievement to date:

1.      Results of the finalized studies regarding the test site for the project (Month n° 6)

2.      Mobile covering design (Month n° 9)

3.      Results of studies regarding mining materials (Month n° 9)

4.      Results of studies regarding lining materials (Month n° 9)

5.      Results of studies regarding the treatment and confinement of filling materials (Month n° 15)

6.      Mining plan (Month n° 15)

7.      Results of the economic study (Month n° 18)

8.      Results of on-site tests and assessments (Month n° 36)

Predicted 3-year time limit for the duration of the research.

7.4.    Mid-term assessment

By the end of the 18th month a mid-term assessment report will have been completed on the research progress made.

The mid-term assessment report will be made on the satisfactory completion of part of the following program items (task 1-7) before month 18.

At the end of the 18th month a meeting will be held with all the partners (in the coordination committee) for a mid-term assessment, and to redefine the research programme for the second part of the project if necessary.

A decision of the details of the mining tests (lining) will be taken.

The revised work programme for the remainder of the project will also include procedures for managing the utilization of the results.

7.5.    Program - bar chart

7.6.    Program - Manpower matrix


8.       LIST OF REFERENCES AND RELATED PROJECTS

8.1.    LIST OF REFERENCES

8.1.1. BIOGRAPHICAL REFERENCES - DR. F.W. KNIPSCHILD

1. Kunststoffdichtungsbahnen fur die abdichtung von deponien Publication by " Institut fur Grundbau und Bodenmechanik" of the Technical University Braunschweig, Vol. 17-1985

2. Werkstoffauswahl und Dimensionierung von Kunststoffdichtungsbahnen fur Grundwasserschutzmassnahamen" - Magazine " Mull+ Abfall" Vol. 22-1985, page 49, Erich Schmidt-Verlag Berlin

3. " Ergebnisse aus speziellen Spannungsrlsskorrosionsuntersuchungen" - 1985 (not yet published)

4. "Rechnerische Ermittlung des Spannungs - Verformungsverhaltens von Doppelnahten bei der Druckluftprufung" Paper by "DVS - Untergruppe" - 1986 (unpublished)

5. Stand der Technik der Abdichtung von Deponien PEHD aus werkstoffspezitischer Sicht", Magazine "Mullu+Abfall", Vol.15


9.       SUBCONTRACTORS

           ILR:

S-ILR-A          TECHNOSIND srl                               Economical Technical Studies
Economical Technical studies

S-ILR-B          Ingegneria Ambientale                                               Technical Studies
Technical studies for reducing the environmental impact.

S-ILR-C          Studio Tecnico ROSSI PACCANI                   Geo-Technical Studies
Hydrogeological, Geological and geotechnical studies.

           SLT:

S-SLT-A         MICHELANGELI srl                                               Technical Studies
Assessment of on-site lining and inertization techniques, environmental monitoring system.

S-SLT-B         DE FRAJA Frangipane                                     Environmental Studies
Selection of the filling materials and a study of their chemical-physical-mechanical characteristics and environmental monitoring system.

S-SLT-C         Prof. F.W. KNIPSHILD                             Design and Testing Liners
Design and testing HDPE liners for the isolation and inertization of the filling materials.

           MI:

S-MI-A           EARTH                                                                  Computer Services


10.     SUMMARY

1.   INDUSTRIAL OBJECTIVES AND EXPECTED ACHIEVEMENTS............... 1

1.1.   Specification of Industrial Problem......................................................... 1

1.2.   Objectives............................................................................................ 1

1.3.   Expected achievements......................................................................... 2

2.   Economic, Industrial, Social and Environmental Benefits and Industrial Opportunities.           2

2.1.   Economic potential................................................................................ 2

2.1.1.   Economic justification of project............................................. 3

2.1.2.   Patent/Copyright possibilities.................................................. 3

2.1.3.   Other industrial sectors........................................................... 3

2.2.   Social and Environmental Benefits......................................................... 4

2.3.   Strategic importance and pre-regulation aspects..................................... 4

3.   STATE OF THE ART AND DEGREE OF INNOVATION............................... 5

4.   OVERVIEW OF TECHNICAL PROGRAMME............................................... 6

4.1.   Project Structure................................................................................... 6

4.2.   Project Methodology The study of a quarry that is mined and recovered on a continuous basis involves the following main research tasks:...................................................... 8

4.2.1.   Hydrogeological, Geological and geotechnical analyses aimed at choosing the most suitable sites      9

4.2.2.   Chemical, physical and mineralogical tests on clays................. 9

4.2.3.   Assessment of environmental compatibility.............................. 9

4.2.4.   Selection of the filling materials and a study of their chemical-physical-mechanical characteristics.................................................................................... 9

4.2.5.   Assessment of lining and on-site inertization techniques............ 9

4.2.6.   Study of a mobile covering..................................................... 9

4.2.7.   Mining plan............................................................................ 9

4.2.8.   Environmental recovery plan................................................... 9

4.2.9.   Assessment of economic viability of the test operation............. 10

4.2.10. On-site testing of the mining-filling method.............................. 10

4.2.11. Evaluation of results, and forecasts for the large-scale application of the proposed methods            10

4.3.   Assessment of technical risks................................................................. 10

5.   PROFILE OF CONSORTIUM.......................................................................... 11

5.1.   Contribution Of Partners And Responsibilities........................................ 11

6.   DETAILED DESCRIPTION OF TASKS.......................................................... 16

7.   PROJECT MANAGEMENT.............................................................................. 27

7.1.   Overall organization (Figures 2 and 3)................................................... 27

7.2.   Deliverables.......................................................................................... 28

7.3.   Milestones............................................................................................ 29

7.4.   Mid-term assessment............................................................................ 29

7.5.   Program - bar chart.............................................................................. 30

7.6.   Program - Manpower matrix................................................................. 31

8.   LIST OF REFERENCES AND RELATED PROJECTS.................................... 32

8.1.   LIST OF REFERENCES..................................................................... 32

8.1.1.   BIOGRAPHICAL REFERENCES - DR. F.W. KNIPSCHILD           32

9.   SUBCONTRACTORS....................................................................................... 33

10. SUMMARY....................................................................................................... 34