references around the world - tunnelbuildertunnelbuilder.com/ms_presentation_references.pdf · ......

s FRANCE Paris Météor

s RUSSIA Moscow

s AUSTRALIA Sydney

s EGYPT Cairo

s NETHERLANDS Sophia

Referencesaround

the world

ACRO

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0473

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Underground works demand expertknowledge in processing excavatedproducts, transported in the form ofslurry, as well as a perfect controlof the bentonite slurry regulationand the treatment of excess clay.In addition this has to be achieved,almost always in a limited availablespace, while taking into account urbanenvironment restrictions.

The Slurry Treatment Plants (STPs) for Slurry Shield Tunnel Boring Machinehave to conform to more and more stringent specifications :

from the geological point of view, the diversity and instability of terrains demandsan exceptionally flexible design, which in particular must enable rapid modificationsof the rheological characteristics of the slurry in terms of its density and viscosity.

from an ecological point of view, it is important to treat all the water and sludgeproduced. It must be entirely transformed into solid form to facilitate disposal andreduce transport cost.On sites such as Lefortovo Tunnels or the Groene Hart project, MS has risen to thischallenge by successfully developing complete Slurry Treatment Plants which havebeen in operation since the end of 2001.

founded in 1976, is now arecognized leader in Franceand Europe in sand processing,water recycling and sludge

pressing in two specific markets :• Quarries, Sand Pits and MineralIndustries • Slurry Treatment Plants for Slurry ShieldTunnel Boring Machines.In these two fields of activity, M.S.hasacquired this position thanks to :• a technical and experimental approach tothe problems, with its own Laboratory &pilot test bed and the development ofcomputer software simulating the differentprocesses,• a flexible and diversified range of taylordto specific needs equipment,M.S. has at its disposal a designdepartment, equipped with CAD unitsand one Automatism department. The M.S. line of equipment comprises :• sand washing and dewatering units,single or double cycloning type, • sifting-dewatering units, equipped withsieve bends or Cyclonic sifters, • customized hydraulic separation units,such as Fluidized Bed Sizers,• combined water recycling section,including the automatic preparation andinjection of the flocculant, the monitoringof concentrated sludge discharge,• automatic filter-presses transforming aliquid waste into solid cakes, MS designs,manufactures and ensures the start-up ofcomplete plants including the abovecomponents, and answering to specifictechnical constraints.

2.underground

works

MS designs and manufactures engineered solutionsto answer specific requests such as :

> seepage and surface water treatment plants :MS has acquired a significant experience inthis field with references such as VL10, NCSM,Météor MO2, Hong-Kong (KCR320 / Lok Ma Chau)or Lötschberg plants.

> "Recaking" units, to help hyperbaric maintenanceworks on EPB Tunnel Boring Machines,

> on-board desanders, i.e. integrated to the TBMback-up.

4.otherapplications in

undergroundworks :

tToulouse subway

s Seepage & surface water treatment Plant/Hong-Kong

Lefortovo (Moscow) t2800m3/h (during erection)

1.presentationof thecompany t Mobile Water Treatment Plant

Desanding unit integratedto the TBM back-up

referencesin underground

works

Hallandsåss

s Groene Hart (Netherlands)2500 m3/h (during erection)


worksreferences

in undergroundworks

s

3.description

of MS's STP :s Example of pre-equipped modular

pumping units

3.2.1.Scalping & Desanding section :

in the scalping section, we used either :trommels in sticky soils (clay, loess…)

to avoid clogging, while maintaining a lowerdilution of these fines,or :

high energy vibrating screens, in sandysoils, in order to keep a compact andmodular design.

Groene Hart2500 m3/h(during erection)

Pannerdensch Kanaal1600 m3/ht

Toulouse subway1200 m3/h

s

3.1.Modular design :

To save erection time and to facilitate thereuse of a plant, MS has taken particularcare in the modular design of the differentsections, not only the desanding section,but aslo the filter-press section, as wellas pumping units and piping racks.

3.2.Description of the sections :

These STPs comprise 3 sections : > scalping/desanding/desilting> recycled mud management > excess mud management,

t

t

Our originality lies in having developed equipment and techniques specific to eachof these 3 sections :

in the desanding-desilting section, MS proposes completeplants with one, two or three stages of high-performancecyclones, depending on the geological type of bored soils. MS STPs are always designed for a specific job :from a conventional design we have now moved to monoblocmodular unit design.

Sands are dewatered in order toobtain a minimal residual watercontent.MS designs and manufacturesdewaterers equipped with polyurethanedeck and unbalanced motors givingan acceleration of 5 to 6 g

s Flocculation - Thickening

s Pressing section

Desanding sectiont

Main bentonite managementt

3.2.4.Supervisionof the STP :

> These sections are monitoredby a sophisticated automaton,with visualization and control ofeach section on screen.

s

s Hallandsås 1800 m3/h (during erection)


works

3.2.2.Recycled Mud Management section :

As far as the Recycled Mud Management Section isconcerned, MS has developed and patented a monitoringsystem, designed to assure 4 essential functions : > maintaining the balance of the sludge volume, i.e.compensate any losses in the ground or elsewhere, > maintaining the balance of the solids, i.e. compensatingthe addition of excavated materials by adding water orfresh mud, in order to keep the desired density of theconveying slurry,> maintaining and adjusting the rheologic characteristics ofthe conveying slurry, according to the choice made by theoperator thanks to the information given by the rheometer(viscosities, densities & Yield value),> direct addition to P1 of a fresh specific mud for anyparticular need, for example to prepare a hyperbaricmaintenance operation.

The MS rheometer is fed by 4 samples of sludge :> desanded sludge from B2

> regenerated sludge from B1 > sludge returning to TBM, taken from B1-b> sludge coming from TBM, taken from B3.

Each sample is taken alternatively in a pumping tank fittedwith one centrifugal pump feeding one protection cyclone

and one automatic measuring system, analyzing : 1°) the density,

2°) the plastic & apparent viscosity,3°) the “Yield Value”

These data are stored by the PLC and displayed as graphson the supervision screen. Depending on the evolution of

these values, the operator choose the addition of freshbentonite, of polymer or water in order to maintain thedesired rheologic properties of the slurry. In automatic

mode, this system allows to maintain the set value.

t Main bentonitepreparator « Bentomix »

s Cakes after pressing

s Easy evacuation by open trucks

s From liquide waste to solid cakes s

Supervision view :Mud management

(MS patent)

MS Rheometers

s

3.2.3.Excess Sludge Treatment section :in the excess sludge treatment section, MS has deve-loped its own range of filter-presses specially adaptedto this kind of application.

Toulouse Pressing section with 3 x Filer-PressesFP 15-C75-M - « Compact » type with pneumaticcake release t


works

s

s Pressing section Sydney FP 12 D 12 M 16

s Pressing sectionSocatop (Paris) : modular pressing section

Filter-Press FP 15-C75-M


worksreferences

in undergroundworks

s

3.description

of MS's STP :s Example of pre-equipped modular

pumping units

3.2.1.Scalping & Desanding section :

in the scalping section, we used either :trommels in sticky soils (clay, loess…)

to avoid clogging, while maintaining a lowerdilution of these fines,or :

high energy vibrating screens, in sandysoils, in order to keep a compact andmodular design.

Groene Hart2500 m3/h(during erection)

Pannerdensch Kanaal1600 m3/ht

Toulouse subway1200 m3/h

s

3.1.Modular design :

To save erection time and to facilitate thereuse of a plant, MS has taken particularcare in the modular design of the differentsections, not only the desanding section,but aslo the filter-press section, as wellas pumping units and piping racks.

3.2.Description of the sections :

These STPs comprise 3 sections : > scalping/desanding/desilting> recycled mud management > excess mud management,

t

t

Our originality lies in having developed equipment and techniques specific to eachof these 3 sections :

in the desanding-desilting section, MS proposes completeplants with one, two or three stages of high-performancecyclones, depending on the geological type of bored soils. MS STPs are always designed for a specific job :from a conventional design we have now moved to monoblocmodular unit design.

Sands are dewatered in order toobtain a minimal residual watercontent.MS designs and manufacturesdewaterers equipped with polyurethanedeck and unbalanced motors givingan acceleration of 5 to 6 g

s Flocculation - Thickening

s Pressing section

Desanding sectiont

Main bentonite managementt

3.2.4.Supervisionof the STP :

> These sections are monitoredby a sophisticated automaton,with visualization and control ofeach section on screen.

s

s Hallandsås 1800 m3/h (during erection)

Underground works demand expertknowledge in processing excavatedproducts, transported in the form ofslurry, as well as a perfect controlof the bentonite slurry regulationand the treatment of excess clay.In addition this has to be achieved,almost always in a limited availablespace, while taking into account urbanenvironment restrictions.

The Slurry Treatment Plants (STPs) for Slurry Shield Tunnel Boring Machinehave to conform to more and more stringent specifications :

from the geological point of view, the diversity and instability of terrains demandsan exceptionally flexible design, which in particular must enable rapid modificationsof the rheological characteristics of the slurry in terms of its density and viscosity.

from an ecological point of view, it is important to treat all the water and sludgeproduced. It must be entirely transformed into solid form to facilitate disposal andreduce transport cost.On sites such as Lefortovo Tunnels or the Groene Hart project, MS has risen to thischallenge by successfully developing complete Slurry Treatment Plants which havebeen in operation since the end of 2001.

founded in 1976, is now arecognized leader in Franceand Europe in sand processing,water recycling and sludge

pressing in two specific markets :• Quarries, Sand Pits and MineralIndustries • Slurry Treatment Plants for Slurry ShieldTunnel Boring Machines.In these two fields of activity, M.S.hasacquired this position thanks to :• a technical and experimental approach tothe problems, with its own Laboratory &pilot test bed and the development ofcomputer software simulating the differentprocesses,• a flexible and diversified range of taylordto specific needs equipment,M.S. has at its disposal a designdepartment, equipped with CAD unitsand one Automatism department. The M.S. line of equipment comprises :• sand washing and dewatering units,single or double cycloning type, • sifting-dewatering units, equipped withsieve bends or Cyclonic sifters, • customized hydraulic separation units,such as Fluidized Bed Sizers,• combined water recycling section,including the automatic preparation andinjection of the flocculant, the monitoringof concentrated sludge discharge,• automatic filter-presses transforming aliquid waste into solid cakes, MS designs,manufactures and ensures the start-up ofcomplete plants including the abovecomponents, and answering to specifictechnical constraints.

2.underground

works

MS designs and manufactures engineered solutionsto answer specific requests such as :

> seepage and surface water treatment plants :MS has acquired a significant experience inthis field with references such as VL10, NCSM,Météor MO2, Hong-Kong (KCR320 / Lok Ma Chau)or Lötschberg plants.

> "Recaking" units, to help hyperbaric maintenanceworks on EPB Tunnel Boring Machines,

> on-board desanders, i.e. integrated to the TBMback-up.

4.otherapplications in

undergroundworks :

tToulouse subway

s Seepage & surface water treatment Plant/Hong-Kong

Lefortovo (Moscow) t2800m3/h (during erection)

1.presentationof thecompany t Mobile Water Treatment Plant

Desanding unit integratedto the TBM back-up


works

Hallandsåss

s Groene Hart (Netherlands)2500 m3/h (during erection)

MSReferences inUnderground

Works

Last update : 06/2007 page 1

1°) SLURRY TREATMENT PLANTS :

Name andPlace Year Customer Type of

tunnel

Supplierof theTBM

Bored Ø(meters)

TotalLength(meters)

GeologicalCompositionof Terrains

BriefDescription of

the plant

FeedPulpm3/h

REN MIN LUShanghai

China2007 SMCC

SFECHighway

tunnel Komatsu 2 x 11.58 2 x 1740m Sand + siltsS.T.P withhydraulic

transport of spoils2 x 1200

CHONGMINGShanghai -

China2006

JV with BTPShanghai &

STEC

Highwaytunnel Herrenknecht 2x 15,44 2 x 7150m Sand + silts

S.T.P withhydraulic

transport of spoils2 x 3000

HUBERTUSNetherlands 2006 H.T.C

(BAM &VHB)Roadtunnel Herrenknecht 10,52 2 x 1490m Fine sands with

silts & clay2 Filter-Pressescompact type

20 T/h ofexcess dry

matter

STROGINOtunnel

Moscow2006 Herrenknecht Subway Herrenknecht 6,28 2990 m Sand + clay Complete &

modular S.T.P 1000

HALLANDSÅSBåstad - Sweden 2005 Skanska / Vinci Railway

Tunnel Herrenknecht 10,60 2 x 5500m GneissSTP with watertreatment &2Filter-presses

1800

SILBERWALDtunnel

Moscow2004 Herrenknecht Highway

tunnel Herrenknecht 14,20 2 x 1750m Sand + clayAddition of 6

Filter-Presses +equipment

2 800 +2000 T/dayof dry solids

TOULOUSELine B lot n°4 2002 GIE MT B4 Subway Herrenknecht 7,82 2 x 3731 m

Molasses &Graves cruesde la Garonne

STP with 2 filter-presses 1200

A86 TUNNELParis

2001-2002 SOCATOP Highway

tunnel Herrenknecht 11,56 3100 m

Fine sands withclay

Fontainebleautype

STP with watertreatment & 2Filter-Pressescompact type

20 T/h ofexcess dry

matter

LEFORTOVOtunnel Moscow 2001 Herrenknecht Highway

tunnel Herrenknecht 14,20 2 x 2200m Limestone +clay

STP with auxil.water treatment

& 6 Filter-Presses2 800

PANNERDENSCHKANAAL

Netherlands2001 COMOL vof Railway

tunnel Herrenknecht 9,80 2 x 1425m 90% fine sand10% clay

complete STPwith 2 FP 1 600

GROENEHART

Netherlands2001 Bouygues

KOOPHighway

tunnel NFM 14,87 7 160m Fine sand complete STPwith 2 FP 2 500

SOPHIANetherlands 2000 TUBECON Railway

Tunnel Herrenknecht 9,82 2 x 4 200m Pleistocene &Holocene sand

complete STPwith 2 FP 2 500

RU de MarivelSIAVRM 1999

CampenonBernardDumez

SewageTunnel Herrenknecht 5,14 1 330m Chalk

sand & gravelcomplete

STPwith 1 FP 900

I.G.C.N.Gennevilliers 1998

Borie SAEGTM Constr.Chantiers Mod.

Chagnaud

SewageTunnel Herrenknecht 4,85

1288m+

2047m

Marl,limestone

& sand fromSoissonnais

STP with auxil.water treatment

& 2 FP600

LEWISHAMLondres 1997

NishimatsuKawasaki

F.C.B.Subway Kawasaki 5,90 2 x 1044m Gravel, sand,

clay & siltcomplete STP,

with 1 FP 600


Works


Name and Place Year Customer Type oftunnel

Supplierof theTBM

Bored Ø(meters)

TotalLength(meters)


BriefDescription of

the plant

Feed Pulpm3/h

AIRPORTLINK

SYDNEY1997

TransfieldBouygues

Joint VentureSubway Herrenknecht 10,80 5475m

Marl,sandstone, shalefine to medium,

clay & sand,clay

complete STPwith. water

treatment & 10FP

2 000

CAIROSUBWAY

19941995

Campenon B.Bouygues

Dumez ArabFougerolles Spie Batign.

Subway Herrenknecht 9,45

Cairo 1 :3229m

Cairo 2 :2703m

Fine sand,fairly clear STP without FP 1 500

Line FLILLE

19941995

SoletancheBouygues

Subway-Val FCB 7,85 2131m Hard clay, tufa

& sand silt STP without FP 1 000

METEORParis

19931994

BouyguesDumez

Chantiers ModPerforex

Subway HDW 8,65 4293mCoarse-grainedlimestone, marl

& rocks

complete STP,with 3 FP 1 200

CLICHY laBRICHE

19931994

BouyguesGTM BTP

Chantiers Mod.

SewageTunnel Herrenknecht 4,07 2334m

Fine sand,marl, coarse-

grainedlimestone

complete STP,with 2 FP 450

STRASBOURG(*) 1993 Kesser Tramway Herrenknecht 8,20 1200m Clean alluvial

deposit STP without FP 900

TOULOUSE (*) 1990 GTM Subway-Val FCB 7,70 almost

3500mSand clay &

molasse STP without FP 500

SEVRESACHÈRES (*) 1989

GTM BTPBouygues

Chantiers Mod.

SewageTunnel Herrenknecht 4,00 3500m

Clay, finesand, marl &

limestoneSTP without FP 450

N .B . (* ) th e f i r s t th r e e r e f e re n c e s c o n c e rn c o n t r a c t s t a k e n u n d e r th e n a m e o f FO R EM, b u t w i th MS d e s ig n .


Works


2°) SEEPAGE WATER & HYPERBARIC WORKS TREATMENT PLANTS :

Name and Place Year Customer Type oftunnel

Supplierof theTBM

Bored Ø(meters)

TotalLength(meters)


BriefDescription of

the plant

Feed Pulpm3/h

PERTHUSTUNNELS 2007

TUNEL DELPERTHUS,

AEIE

RailwayTunnel Herrenknecht 2 x 9,9 2 x 8171 m Granite Gneiss

SchisteSeepage watertreatment plant

25 m3/h withpeak up to 60

m3/h

BAMCOBudapest 2007

JV includ.Vinci, Strabag& Hidépitó Rt

Subwaytunnel Herrenknecht 2 x 6,2 2 x 5400 m Clay, silt and

sand/gravel

Seepage & sitewater treatment

plant

180m3/hdesanding 50m3/h watertreatment

A41France 2006 Bouygues

EiffageHighway

tunnel Herrenknecht 12, 0 2 x 2 800 m Hard rockmolasse


plant

150 m3/hwater treatment

TIMA 2006 BOUYGUESRAZEL

RailwayTunnel Herrenknecht 8,0

(E.P.B type) 1870 mAuteuil sand +plastic clay &

chalk


plant

50 m3/h watertreatment

MODANEFrance 2006 JV with

RAZELRailwayTunnel explosive 80 m2 3000m Hard rock 2 x desanders 2 x 720 m3/h

LA PRAZL.T.F - France 2006 JV with Spie

BatignollesRailwayTunnel explosive 80 m2 3000m Hard rock

2 desanders +Water treatment

+ Filter-press2 x 270 m3/h

TunnelMAURICELEMAIRE

2004 Bouygues /Eiffage

ServiceTunnel Herrenknecht 6 ,0 6,900m Granite + other

rockssite water

treatment plant 150

LOK MACHAU

Hong-Kong2003 D.J.V

(Bouygues)RailwayTunnel N.F.M. 8,75 - Granit &

alluvial deposit

STP forhyperbaric job

with watertreatment &1FP

150

VL10 ChoisyParis 2002 SADE /

EIFFAGESewageTunnel Herrenknecht 4,0 2300 m Sand + clay

Compactdrainage waterstreatment plant

60

SOUMAGNETunnelBelgium

2001

Vinci /Bouygues /

Eiffage/ W&Freitag

RailwayTunnel explosive 11,8 5940 m Granite

Compactdrainage waterstreatment plant

50

LÖTSCHBERGTunnel

Switzerland2001 ARGE

FERDENRailwayTunnel

Robbins/Atlas Copco 5,03 34600 m Granite Drainage waters

treatment plant 200

KCR 320HONG-KONG 2000 D.Z.J.V

(Bouygues)RailwayTunnel N.F.M. 8,75 2 x 1840m Granit &

alluvial deposit

STP forhyperbaric work

with watertreatment & FP

120

B.P.N.L.Lyon 1997

BouyguesDumezGTM

RoadTunnel N.F.M. 11 3 200m Alluvial

deposit

STP forhyperbaric

maintenance300 to 500

s FRANCE Paris Météor

s RUSSIA Moscow

s AUSTRALIA Sydney

s EGYPT Cairo

s NETHERLANDS Sophia

Referencesaround

the world

ACRO

STIC

HE

0473

4418

18-

Impr

imer

iedu

Gév

auda

n04

6631

1203

-M

S:s

iren

B39

917

182

600

015

references around the world - tunnelbuildertunnelbuilder.com/ms_presentation_references.pdf · ......

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