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SCCN - Solar Chimney Competence Network Structural Division Germany Prof. Dr.-Ing. Reinhard Harte Bergische Universität Wuppertal Pauluskirchstraße 7, D 42285 Wuppertal Prof. Dr.-Ing. Rüdiger Höffer Ruhr-Universität Bochum Universitätsstraße 150, D 44780 Bochum Prof. Dr.-Ing. Dr.-Ing. E.h. Wilfried B. Krätzig Krätzig & Partner Ingenieurgesellschaft für Bautechnik mbH Buscheyplatz 9 – 13, D 44801 Bochum Prof. Dr.-Ing. Hans-Jürgen Niemann Niemann & Partner Ingenieurgesellschaft Universitätsstraße 142, D 44799 Bochum Solar Chimney: Project Arabia SCCN 08/2-2 SCCN Solar Chimney Competence Network – Strutural Division Germany

SCCN - Solar Chimney Competence Network · SCCN - Solar Chimney Competence Network Experienced in ¾shell theory and numerical analysis ¾structural design and proof ¾buckling of

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SCCN - Solar Chimney Competence NetworkStructural Division Germany

Prof. Dr.-Ing. Reinhard HarteBergische Universität WuppertalPauluskirchstraße 7, D 42285 Wuppertal Prof. Dr.-Ing. Rüdiger HöfferRuhr-Universität BochumUniversitätsstraße 150, D 44780 BochumProf. Dr.-Ing. Dr.-Ing. E.h. Wilfried B. KrätzigKrätzig & Partner Ingenieurgesellschaft für Bautechnik mbHBuscheyplatz 9 – 13, D 44801 BochumProf. Dr.-Ing. Hans-Jürgen NiemannNiemann & Partner IngenieurgesellschaftUniversitätsstraße 142, D 44799 Bochum

Solar Chimney: Project Arabia

SCCN 08/2-2 SCCN Solar Chimney Competence Network – Strutural Division Germany

SCCN - Solar Chimney Competence NetworkExperienced in

shell theory and numerical analysisstructural design and proofbuckling of shellswind aerodynamicsseismic excitationthermal effects

forwind turbinescooling towerstankschimneysbridgespower plantsstadium roofs

Experience

SCCN 08/2-3 SCCN Solar Chimney Competence Network – Strutural Division Germany

Completed RWE Coal-fired Power-Plant in 2002S

ourc

e : R

WE

Ene

rgie

Ess

en

World Largest Cooling Tower Niederaussem: 200m

SCCN 08/2-4 SCCN Solar Chimney Competence Network – Strutural Division Germany

Solar Chimney Project Arabia: Variants

acc. prefeasibility studiesperformed by Krätzig & Partner GmbH Bochum

200m cooling tower Niederaussem

500m solar chimney

1000m solar chimney

1500m solar chimneyVariants for Solar Chimney Towers

SCCN 08/2-5 SCCN Solar Chimney Competence Network – Strutural Division Germany

Central crane and climbing formwork

Sou

rce :

He i

tkam

p, H

erne

SCCN 08/2-14 SCCN Solar Chimney Competence Network – Strutural Division Germany

Climbing formwork (1 to 2 m per day)S

ourc

e : K

rätz

ig &

Par

tne r

, Bo c

hum

SCCN 08/2-15 SCCN Solar Chimney Competence Network – Strutural Division Germany

Exhibition Centre, Bilbao, SpainS

ourc

e: P

ERI,

Ulm

SCCN 08/2-16 SCCN Solar Chimney Competence Network – Strutural Division Germany

0

500

1000

1500

2000

2500

0 20 40 60 80

gust speed in m/s

heig

ht o

ver g

roun

d in

mGust Wind Profile

200mNiederaußem

300mEiffelturm

800mBurj Dubai

1500mGreen Tower

SCCN 08/2-25 SCCN Solar Chimney Competence Network – Strutural Division Germany

Design wind profile and tower deflection

0

250

500

750

1000

1250

1500

0 50 100 150 200 250 300 350wind load in kN/m

heig

ht o

ver g

roun

d in

m

0

250

500

750

1000

1250

1500

0.0 0.5 1.0deflection

heig

ht o

ver g

roun

d in

m

max. deflection

SCCN 08/2-26 SCCN Solar Chimney Competence Network – Strutural Division Germany

Boundary layer wind tunnel - Ruhr-Universität Bochum

SCCN 08/2-27 SCCN Solar Chimney Competence Network – Strutural Division Germany

Gust modeling in the wind tunnel

SCCN 08/2-28 SCCN Solar Chimney Competence Network – Strutural Division Germany

Lignite power station Neurath in boundary wind tunnel

SCCN 08/2-29 SCCN Solar Chimney Competence Network – Strutural Division Germany

From high natural draft cooling towers to solar chimneys

SCCN 08/2-30 SCCN Solar Chimney Competence Network – Strutural Division Germany

1000m tower for a 200MW SCPP

SCCN 08/2-32 SCCN Solar Chimney Competence Network – Strutural Division Germany

Maximum meridional compression and tension forces n22w

SCCN 08/2-34 SCCN Solar Chimney Competence Network – Strutural Division Germany

Maximum shear forces n12w for a particular tower design

SCCN 08/2-35 SCCN Solar Chimney Competence Network – Strutural Division Germany

Meridional (n22w) and in-plane shear (n12w) forces for 500m tower

SCCN 08/2-36 SCCN Solar Chimney Competence Network – Strutural Division Germany

Instability modes for 500m tower without stiffenings rings (G+W+S)

SCCN 08/2-37 SCCN Solar Chimney Competence Network – Strutural Division Germany

Instability modes for 500m tower with 4 stiffenings rings (G+W+S)

SCCN 08/2-38 SCCN Solar Chimney Competence Network – Strutural Division Germany

Instability modes of 1000m tower for G+W+S

SCCN 08/2-39 SCCN Solar Chimney Competence Network – Strutural Division Germany

Vibration modes of 1000m tower

SCCN 08/2-40 SCCN Solar Chimney Competence Network – Strutural Division Germany

Small solar tower of 500m of height

SCCN 08/2-41 SCCN Solar Chimney Competence Network – Strutural Division Germany

Solar Chimney Project Arabia: 500m variant

SCCN 08/2-42 SCCN Solar Chimney Competence Network – Strutural Division Germany

Solar Chimney Project Arabia: 1000m variant

SCCN 08/2-43 SCCN Solar Chimney Competence Network – Strutural Division Germany

Solar Chimney Project Arabia: Turbine house

SCCN 08/2-44 SCCN Solar Chimney Competence Network – Strutural Division Germany

Schematic solar chimney power plantA

cc. K

roeg

er/P

raet

oriu

s(U

niv.

Ste

llenb

osch

): S

olar

Chi

mne

y P

ower

Pla

nt P

erfo

rman

ce

Sun

Collector Area CA Turbine

Ground Generator coupledto the turbine PCU

Solar Chimney SC

SCCN 08/2-45 SCCN Solar Chimney Competence Network – Strutural Division Germany