CTE WIND CIVIL ENGINEERING (brochure)

20
www.cte-wind.com February 2014 Design of wind turbine foundations and solar farms Static and dynamic analyses Research of optimal economy Development of all construction drawings Assistance and consulting Design of wind turbine foundations

Transcript of CTE WIND CIVIL ENGINEERING (brochure)

Page 1: CTE WIND CIVIL ENGINEERING (brochure)

www.cte-wind.comFebruary 2014Design of wind turbine foundations and solar farms

Static and dynamic analyses

Research of optimal economy

Development of allconstruction drawings

Assistance and consulting

Design of wind turbine foundations

Page 2: CTE WIND CIVIL ENGINEERING (brochure)
Page 3: CTE WIND CIVIL ENGINEERING (brochure)

Based in Dinard (Brittany, France) with subsidiaries in Germany (Freiburg im Breisgau), Poland

(Warsaw), Portugal (Lisbon), Brazil (Porto Alegre) and Vietnam (Hanoi), CTE Wind Civil

Engineering is an experienced design office specializing in the analysis and design of

onshore wind turbine foundations. We propose the following services for our clients:

Assistance, consulting and expertise

Preliminary and final designs

Static and dynamic analyses

Research of economical and optimized foundations

Seismic analyses

Site inspections for reinforcement

Our designs are adapted to the geotechnical reports and respect the criteria of

manufacturers, the requirements of the clients as well as the standards both of the country

concerned and specific to the wind energy sector.

We have found foundation shapes that result in a better formwork and make transportation

and positioning of reinforcements easier so that we can propose to our clients foundations

which are economical, optimized but still reliable.

Our know-how

Facts and figures :

Participation in the design of up to 670 wind

farms in France and abroad

More than 4800 foundations studied, with a

total turbine capacity of 8600 megawatts

Multiple international references

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Some of our referencesClients

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Some of our referencesManufacturers

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General Statisticsof foundations and MWs

MANUFACTURER MW

ACCIONA 75 172

ALSTOM 213 403

AVANTIS 6 15

BONUS 23 30

CLIPPER 27 68

DDIS 17 15

ECOTECNIA 98 197

>379 >379

EVIAG 6 15

FUHRLANDER 46 89

GAMESA 397 510

GE ENERGY 396 1011

IMPSA 15 30

LAGERWEY 4 3

LEITWIND 1 2

NEG MICON 32 39

NORDEX 648 1388

REPOWER 1072 1600

SHANGHAI ELECTRIC 14 50

SIEMENS 311 714

VERGNET 42 35

VESTAS 1024 1833

WINDTEC 2 4

WINWIND 29 36

XEMC 2 4

MEASUREMENT TOWERS 13

NUMBER OF TURBINES

ENERCON (Verifications)

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CTE Wind

International

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Our foundation studiesInternational

COUNTRY

BELGIUM12 36 70

4 13 29

GERMANY1 7 23

2 22 72

GREECE - -

IRELAND 1 5 15

POLAND6 76 159

9 89 192

ROMANIA2 107 261

2 43 127

SERBIA 1 34 102

SWEDEN 1 2 5

TURKEY 1 52 143

UKRAINE 1 89 275

UNITEDKINGDOM

2 10 26

1 1 -

ALGERIA 1 12 10

EGYPTE 1 1 2

ETHIOPIA 1 84 120

KENYA 1 63 101

MAURITANIA 1 15 22

MOROCCO4 236 503

5 136 342

THAILAND 1 6 10

VIETNAM1 20 30

4 31 61

GUYANA 1 5 12

BRAZIL8 >112 >254

20 >156 >304

CANADA 3 240 480

MEXICO 1 27 67

NICARAGUA 1 22 40

URUGUAY2 34 92

1 28 67

TOTAL48 > 1122 > 2356

55 > 692 > 1660

STATUS NUMBER OF FARMS NUMBER OF TURBINES TOTAL CAPACITY (MW)

Completed

Ongoing

Completed

Ongoing

Completed 4 (Verification)

Completed

Completed

Ongoing

Completed

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COMPLETED

ONGOING

EUR

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FRIC

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ASHEGODA WIND FARM

Location: Ashegoda, Ethiopia

Year: 2010/2011

Client : Vergnet

Manufacturer : Vergnet / Alstom

Turbines : 30 GEV HP 70m turbines & 54 ECO 74 80m turbines

Project description :

For this wind farm CTE performed the implementation studies.

This project had the following characteristics:

Local standards

Variable water level

BALIKESIR WIND FARM

Location: Balıkesir Province, Turkey

Year: 2011

Client: Cegelec

Manufacturer: GE Energy

Turbines: 52 GE 2.75MW turbines

Project description :

For this wind farm CTE perfomed the implementation studies.

This project had the following characteristics :

Earthquake risk

Lean concrete until the supporting soil level! ( 10 cm at least )

Section

Backfill density necessary to foundation

stability. Pede

stal

Slab

Platform level

GLslope 3% slope 3%

Bevel 2.5x2.5 cm

Examples of studiesInternational

Weigth of backfill to stability

Section

Lean concrete until the supporting soil level! ( 10 cm at least )

slope 1% slope 1%Platform level Grouted

Spr

ing

Sla

bP

edes

tal

GL GL

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Map

of o

ur

Inte

rnat

ion

alfo

un

dat

ion

stu

die

s

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CTE Wind

in France

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Our foundation studiesin France

REGION

ALSACE 2 6 13

AUVERGNE8 57 115

1 6 >6

BRITTANY52 262 >451

7 41 >37

BURGUNDY7 62 >100

4 23 52

CENTRE44 >316 >719

7 64 >87

CHAMPAGNE-ARDENNE52 >546 >1056

21 >155 >203

FRANCHE-COMTÉ 2 41 117

ILE-DE-FRANCE 1 7 14

LANGUEDOC ROUSSILLON16 78 142

5 >41 >107

LIMOUSIN 5 >15 >38

LORRAINE33 >221 >430

6 41 69

MIDI-PYRÉNÉES9 70 126

2 >7 >14

UPPER NORMANDY16 82 177

4 >13 >25

LOWER NORMANDY13 58 101

3 22 47

NORD-PAS-DE-CALAIS21 141 259

8 22 >33

PAYS DE LA LOIRE28 149 252

7 31 >39

PICARDY56 369 >762

13 >58 >90

POITOU-CHARENTES22 117 >195

6 40 >61

PACA3 8 18

1 5 13

RHÔNE-ALPES5 19 35

2 11 10

GUADELOUPE 1 9 2

TOTAL459 >2967 >5315

60 >316 >495

STATUS NUMBER OF FARMS NUMBER OF TURBINES TOTAL CAPACITY (MW)

Completed

Completed

Ongoing

Completed

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Completed

Completed

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Ongoing

Completed

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Completed

Ongoing

Ongoing

COMPLETED

ONGOING

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COUME WIND FARM

Location: Coume, Moselle (57)

Year: 2011

Client: Boreas

Manufacturer: Nordex

Turbines: 4 turbines N100 R100

Project description :

For this wind farm CTE performed the implementation studies.

This project had the following characteristics:

Foundation without pedestal : this enabled cost savings with regards to the reinforcements.

3 foundation types including a pile foundation.

Round foundation: diameter 23,7m, total volume 725 m3, 63 tonnes of steel

Pile foundation: diameter 19m , total volume 520 m3, 68 tonnes of steel

ALLANCHE WIND FARM

Location: Allanche, Cantal (15)

Year: 2011

Client: Fondasolutions

Manufacturer: Vestas

Turbines: 8 turbines V90 3MW

Project description :

For this wind farm CTE performed the implementation studies.

This project had the following characteristics:

Slab foundation

No water pressure

Examples of studiesin France

Lean concrete until the supporting soil level! ( 10 cm at least ) Pile

SectionGLGL

Backfill density necessary to foundation

stability.

Slab

Pede

stal

Grouted

Sprin

g

Slope 3% Slope 3%

Lean concrete until the supporting soil level! ( 10 cm at least )

SectionGL

Slab

Pede

stal

GL

Backfill density necessary to foundation

stability.

slope 3% slope 3%

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Each symbol corresponds to a wind farm

Wind measurement tower

Offices

Ongoing

Completed

Our foundation studiesin France

Our references in foundationsfor wind turbines in France:

Wind Farms: 500Number of Turbines: > 3000MW: > 5500 2014

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CTE Wind

Photovoltaic

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For photovoltaic systems (PV) on the ground CTE has developped an expertise in the design

of the foundations and the verification of the supporting steel structure for the PV panels.

We provide expertise in the design of foundations for all types of ground-based photovoltaic

panel projects.

Our studies are adapted to the geotechnical conditions of the site and to the connection

system of the steel structure.

We also take into account the local and international standards as well as specific guidelines

which can be applied to large fields with photovoltaic structures.

We have worked for several clients, installing different types of trackers and modifiable struc-

tures on difficult terrain and old landfills.

“TOUL-ROSIERES” SOLAR FARM

Location: Toul-Rosières Air Base, France (54)

Year: 2011 (in progress)

Client: Krinner Schraubfundamente GmbH

Manufacturer: Krinner Schraubfundamente GmbH

Site manager: EDF EN

Superficy: 400 ha, 143 MW

Project description :

For this solar farm CTE performed the preliminary design and implementation studies for

the panel structure.

This project had the following characteristics:

The project was divided into 5 panel units of 12 MW each. The calculations were adapted

to the geotechnical conditions of each panel unit

The PV panels are fixed in the ground with screws (no foundation)

Variable water level

Photovoltaic power stationsOur know-how

Example of a studyin France

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OrganisationalChart

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Specialist in the design of onshorewind turbine foundations

Specialist in the design of structuresfor the o�shore industry

Off-shore subsidiary

www.ceteal.euEngineering for offshore wind turbines

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CETEALOffshore Wind Turbine Foundations

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CTV VietnamNam Anh Building - 8th floor

N° 68 Hoàng Ðạo Thúy kéo dài, Thanh XuânHÀ NỘI

Tel. : +33 (0)3 89 65 98 37Email : [email protected]

CTE BrazilAv. Carlos Gomes 1998, sala 603

CEP 90480-002PORTO ALEGRE

Tel. : +55 (51) 30 22 55 80Email : [email protected]

33 rue Haut Chemin35780 LA RICHARDAIS

CTE WIND France

Tel. : +33 (0)3 89 66 60 58Fax : +33 (0)2 23 15 09 10 Email : [email protected]

CHP GermanyWilhelmstraße 20

79098 FREIBURG IM BREISGAU

CTP Polandul. Starościńska 1b lok. 12

02-516 WARSZAWATel. : +48 (22) 646 08 60

Email : [email protected]

A subsidiary of the CTE Group

Off-shore subsidiary

www.ceteal.eu

CTL PortugalPraça de Londres, N°3, 9° Esq.

1000-191 São João de Deus, LISBOATel. : +351 218 046 171

Email : [email protected]