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systems-engineering-workshop-2019-xxl.pdf
systems-engineering-workshop-2019-xxl.pdf
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Jul 15, 2024
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About This Presentation
Wind Generator
Size:
48.74 MB
Language:
en
Added:
Jul 15, 2024
Slides:
20 pages
Slide Content
Slide 1
XXL WindturbinesChallenges
ArantxaEsparza Zabalza
Project Manager
+34 666 813 136
[email protected]
www.nabrawind.com PPT-1890
Pamplona, October 2
nd
2019
Slide 2
2
AGENDA
1. XXL WINDTURBINES CHALLENGES
•Size Trends
•Size Barriers & Solutions; Nabrajoint
®
Nabralift
®
2. NABRALIFT
®
•XXL Towers Challenges
•Nabralift
®
Technology
3. NABRAWIND TECHNOLOGIES
•Projects Pipeline
4. CONCLUSIONS
Slide 3
3
1
XXL WINDTURBINES CHALLENGES
Size Trends
5.6RatedPower
175
162Rotor Diameter
HubHeight
Self Erecting Tower
2010201520202025
5.3
175
158
Modular Blade Joint
Slide 4
4
Slide 5
5
Slide 6
6
1
XXL WINDTURBINES CHALLENGES
Size Barriers & Solutions
Self-Erecting TowerModular Blade Joint
Slide 7
7
Maintenance
Free
Minimum
Cost
Lightest
Solution
Robust
Assembly
Slide 8
8
Slide 9
9
2
NABRALIFT
®
XXL Towers Challenges
Cost Increase
Exponential Cost
Most Expensive Component HH>120
Installation Rates
Slow Wind Farm Installation Rates
InefficiencyTime Increase
Assembly Cranes
Lack of Availability
Large Mobilizationand Rental Costs
Logistics
Roads / Bridges Limiting Concepts
High LogisticCost
WTG Integration
Control Challenges in Soft-Soft Towers
Soft-Stiff Unfeasible for XXLSteel Tow.
Slide 10
10
Slide 11
11
3
NABRALIFT
®
Nabralift Description
WTG Assembly –Regular Crane
600T –80m boom (telescopic)
Minimum Assembly Platform
1200m
2
for 160m tower
Slide 12
12
3
NABRALIFT
®
Nabralift Description
Frame Designed for Logistics
HxWxLas per standard trucks
Slide 13
13
3
NABRALIFT
®
Nabralift Description
Quick Assembly
2 frame modules / day
Ultra-light Frame Structure
20% mass reduction (total tower)
Maintenance Free Connections
Lockbolts
Slide 14
14
3
NABRALIFT
®
Nabralift Description
Quick Erection
2 frame modules / day
Low Wind Sensitivity Designed to operate up to 15m/s
Slide 15
15
CO2Emissions Reduction
Massive Concrete & Steel Reduction
Steel
Concrete
Concrete
Steel
5 300T CO2
-70%
160m HybridTower
Concrete
Steel
160m Nabralift Tower
1 600T CO2
Foundation
Tower
200 towers/year:
Savings equivalent to 120 000 UE-people emissions
Footprint
1000m2reduction of assembly platform
-50%
Removable & recyclable structure
Steel to be reused in future structures
Concrete tower waste after demolition Nabralift components after disassembly
2
NABRALIFT®
Environmental Impact
Slide 16
16
Assembly Platform
Tower Foundation
Tower Components
Tower Logistics
Tower/WTG Installation
TOTAL
-22%
160m Standard Steel Tower 160m Nabralift
-50%
-60%
-10%
-30%
-25%
Slide 17
17
Slide 18
18
1 x 4.5MW -HH167
1 x 4.5MW -HH200
1 x 3.6MW -HH144
1 x 3.5MW -HH160
3
NABRAWIND TECHNOLOGIES
Projects Pipeline
FIRST COMMERCIAL DEVELOPMENTFULL SCALE PROTYPE
2018 2019 2020 2021
Slide 19
19
2010 2015 2020 2025
12
250
220
Self Erected Tower
Rated Power
Rotor Diameter
Hub Height
Modular Blade Joint
4
CONCLUSIONS
WTG Size Acceleration Boosted
Slide 20
Thanks for Your Attention
© NabrawindTechnologies 2019
All rights reserved. No part of this publication can be reproduced, stored in a retrieval system or transmitted in
any form or by any means, electronic, mechanical or photocopying, recording, or otherwise.
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