T 35813 C E J O R P M L N O I T I T E P M O C
32
COMPETITION- L M PROJECT 35813
Transcript of T 35813 C E J O R P M L N O I T I T E P M O C
CO
MP
ETI
TIO
N- L
M P
RO
JEC
T35
813
CO
NTE
NTS
- PR
OJE
CT
CO
NC
EP
T
- CO
MP
ETI
TIO
N B
OA
RD
S
- EN
ER
GY
FRA
ME
RE
PO
RT
- PR
OG
RA
M A
RE
A S
UM
MA
RY
D
ue to
the
site
geo
met
ry, t
hese
brid
ges
mee
t at a
n an
gle,
join
ing
like
a ha
ndsh
ake
over
the
harb
or. T
he s
offi t
s be
low
the
brid
ges
and
unde
r
the
cant
ileve
rs p
ick
up th
e br
ight
col
ors
of th
e ha
rbor
: con
tain
er o
rang
e on
the
unde
rsid
es o
f the
Lan
genl
inie
, brig
ht y
ello
w o
n th
e un
ders
ides
of t
he
Mar
mom
olen
. At n
ight
the
uplig
hts
was
hing
the
colo
red
alum
inum
refl e
ct li
ke
pain
tings
in th
e w
ater
. Bot
h to
wer
s ha
ve h
igh
perfo
rman
ce g
lass
cur
tain
wal
ls
with
a v
eil o
f sol
ar s
cree
n m
ade
of p
hoto
volta
ics;
col
lect
ing
the
sun’
s en
ergy
whi
le s
hadi
ng. T
hey
are
conn
ecte
d to
a s
eaw
ater
hea
ting/
cool
ing
syst
em
with
radi
ant h
eatin
g in
the
fl oor
sla
bs a
nd ra
dian
t coo
ling
in th
e ce
iling
.
Nat
ural
ven
tilat
ion
is p
rovi
ded
on e
very
fl oo
r with
win
dow
s op
enin
g at
the
fl oor
leve
l and
cei
ling
leve
l for
max
imum
air
circ
ulat
ion.
Opt
imum
nat
ural
light
is p
rovi
ded
to a
ll of
fi ces
due
to th
e re
fl ect
ive
light
per
form
ance
of t
he
scre
ens.
Win
d tu
rbin
es li
ne th
e to
p of
the
pede
stria
n br
idge
roof
; pro
vidi
ng
all e
lect
ricity
for l
ight
ing
the
publ
ic s
pace
s (s
ome
of th
ese
are
in th
e fo
rm o
f
win
ter g
arde
ns c
ut rh
ythm
ical
ly in
to th
e to
wer
faca
des.
) Due
to w
ind
pow
er,
this
invi
ting
harb
or fr
ont g
atew
ay is
alw
ays
glow
ing.
A
dram
atic
har
bor e
ntra
nce
to th
e gr
eat c
ity o
f
Cop
enha
gen,
our
con
cept
is fo
r tw
o to
wer
s ca
rryi
ng
two
brid
ges
con
nect
ing
back
to th
e un
ique
asp
ects
of
the
site
’s h
isto
ry.
The
hist
ory
of th
e La
ngen
linie
site
, a
berth
for o
cean
shi
ps fo
r dec
ades
, is
expr
esse
d in
the
Lang
enlin
ie to
wer
, whi
le th
e M
arm
omol
en to
wer
con
nect
s
back
to th
e C
ity.
The
Lan
genl
inie
tow
er g
eom
etry
is ta
ken
from
the
site
’s s
hape
. A p
row
-like
pub
lic d
eck
thru
sts
out
to th
e se
a ho
rizon
. Thi
s de
ck is
the
leve
l of p
ublic
ent
ry
to th
e br
idge
ele
vato
rs a
nd h
as p
ublic
am
eniti
es s
uch
as
cafe
s an
d ga
llerie
s. I
t can
be
reac
hed
by a
wid
e pu
blic
stai
r as
wel
l as
esca
lato
rs. T
he M
arm
omol
en to
wer
has
a
roof
terr
ace
thru
st o
ut to
war
d th
e ci
ty h
oriz
on w
ith a
pub
lic
audi
toriu
m b
elow
. It c
an a
lso
be re
ache
d by
esc
alat
ors
and
is a
djac
ent t
o th
e pu
blic
brid
ge e
leva
tor l
obby
. E
ach
tow
er c
arrie
s its
ow
n ca
ble-
stay
brid
ge.
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conc
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or th
e LM
-pro
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des
ign
com
petit
ion
has s
usta
inab
ility
at i
ts c
ore.
The
ene
rgy
savi
ng
solu
tions
inco
rpor
ated
are
not
onl
y na
tura
l, in
tegr
ated
ele
men
ts o
f the
bui
ldin
gs b
ut th
ey a
lso
fund
amen
tally
def
ine
the
arch
itect
ural
con
cept
.
The
sust
aina
ble
solu
tions
inte
grat
ed in
to th
e cu
rren
t pro
posa
l can
be
sum
mar
ized
as f
ollo
ws:
An
indi
rect
seaw
ater
coo
ling
syst
em c
ombi
ned
with
ther
mal
ly a
ctiv
e co
nstru
ctio
n el
emen
ts
whi
ch fu
lly u
tiliz
es th
e sp
ecia
l har
bour
site
. Tr
iple
func
tion
build
ing
scre
en w
hich
shad
es d
urin
g th
e su
mm
er m
onth
s, al
low
s war
mth
th
roug
h fr
om th
e lo
w-ly
ing
sun
durin
g th
e w
inte
r and
als
o pr
ovid
es th
e pl
anne
d su
rfac
e ar
ea
for t
hin
film
sola
r cel
ls.
Win
d tu
rbin
es a
re to
be
posi
tione
d on
the
roof
of t
he c
onne
ctin
g br
idge
s and
tow
ers,
taki
ng
full
adva
ntag
e of
the
uniq
ue h
eigh
t of t
he p
ropo
sal i
n re
latio
n to
the
surr
ound
ing
envi
ronm
ent.
O
ptim
ised
ther
mal
env
elop
e w
ith re
gard
s to
orie
ntat
ion
of g
laze
d ar
eas,
insu
latio
n va
lues
an
d th
e el
imin
atio
n of
ther
mal
brid
ging
. H
ybrid
ven
tilat
ion
syst
em c
ombi
ning
the
full
bene
fits o
f bot
h a
natu
ral v
entil
atio
n sy
stem
an
d a
high
ly e
ffic
ient
mec
hani
cal s
yste
m w
ith h
eat r
ecov
ery.
The
aim
for t
he c
once
pt w
as to
go
beyo
nd th
e bu
ildin
g re
gula
tions
and
cre
ate
beau
tiful
, fun
ctio
nal
build
ings
whi
ch st
and
as th
e ha
rbou
r ent
ranc
e an
d si
gnal
inte
grat
ed, s
usta
inab
le, l
ow e
nerg
y de
sign
. Th
e su
stai
nabl
e co
ncep
ts w
ere
not i
nteg
rate
d in
to th
e pr
ojec
t to
mee
t a d
efin
ed d
eman
d bu
t hav
e be
en w
orke
d in
as n
atur
al e
lem
ents
of t
he p
roje
ct.
The
com
petit
ion
brie
f sta
tes t
hat t
he c
once
pt is
to b
e ca
lcul
ated
for e
nerg
y us
e us
ing
the
curr
ent
softw
are
requ
ired
by th
e bu
ildin
g re
gula
tions
. The
cur
rent
pro
gram
in u
se fo
r cal
cula
ting
this
ene
rgy
fram
e is
BE0
6. T
he fo
llow
ing
is a
des
crip
tion
with
resu
lts a
nd c
oncl
usio
ns fr
om th
is c
alcu
latio
n.
Prec
ondi
tions
for t
he e
nerg
y fr
ame
calc
ulat
ion
Ther
mal
env
elop
e U
-val
ue fo
r ext
erna
l ins
ulat
ed w
all s
ectio
ns is
0.2
[W/(m
²K)]
. W
indo
ws a
re tw
o-la
yer t
herm
al w
ith c
lear
gla
ss g
ivin
g a
tota
l U-v
alue
of 1
.5 a
nd a
sola
r tra
nsm
ittan
ce o
f 63
%. L
ight
tran
smitt
ance
shou
ld b
e ab
out 7
8 %
G
lass
are
as a
re a
ppro
x. 8
0 %
for n
orth
faci
ng fa
cade
s and
40
% fo
r the
rem
aini
ng.
Scre
ens a
roun
d th
e bu
ildin
g ar
e de
fined
as s
hado
w a
ngle
s. Th
e ve
rtica
l pos
ts a
re d
iffic
ult t
o de
fine
in th
e so
ftwar
e pr
ogra
m. T
hey
have
, how
ever
, a p
ositi
ve e
ffec
t on
the
resu
lt an
d th
ey
can
ther
efor
e be
left
out.
The
L-To
wer
par
king
are
a ha
s bee
n ca
lcul
ated
as h
eate
d sp
ace.
Thi
s giv
es a
mor
e co
mpa
ct
build
ing.
Mec
hani
cal s
yste
ms
Two
varia
nts o
f the
cal
cula
tion
have
bee
n m
ade
conc
erni
ng v
entil
atio
n:
1.Fu
ll na
tura
l ven
tilat
ion
2.H
ybrid
ven
tilat
ion
with
mec
hani
cal i
n th
e w
inte
r and
nat
ural
in th
e su
mm
er
Bel
ow a
re sc
reen
shot
s fro
m th
e ca
lcul
atio
n of
the
M-T
ower
show
ing
the
key
resu
lts fo
r a so
lutio
n w
ith n
atur
al v
entil
atio
n:
A so
lutio
n w
ith n
atur
al v
entil
atio
n is
goo
d an
d m
eets
the
dem
ands
of l
ow e
nerg
y cl
ass 2
(LEC
2)
whi
ch is
36
% m
ore
effic
ient
than
the
stan
dard
requ
irem
ent f
rom
the
build
ing
regu
latio
ns.
The
wal
kway
is tr
eate
d as
unh
eate
d sp
ace
and
ther
efor
e th
e tw
o to
wer
s hav
e be
en c
alcu
late
d as
sepa
rate
bui
ldin
gs.
M T
OW
ER
FA
CA
DE
WA
LL S
EC
TIO
NM
TO
WE
R F
AC
AD
E W
ALL
SE
CTI
ON
L TO
WE
R F
AC
AD
E W
ALL
SE
CTI
ON
L TO
WE
R F
AC
AD
E W
ALL
SE
CTI
ON
A h
ybrid
solu
tion
with
full
mec
hani
cal v
entil
atio
n in
the
win
ter a
nd fu
ll na
tura
l ven
tilat
ion
in th
e su
mm
er d
ecre
ases
ene
rgy
cons
umpt
ion
with
17
%. T
he re
ason
for t
his i
s tha
t hea
t ene
rgy
from
ex
haus
t air
is re
cove
red
in th
e w
inte
r usi
ng th
e m
echa
nica
l sys
tem
and
ele
ctric
al p
ower
for f
ans i
s sa
ved
durin
g th
e su
mm
er w
here
the
natu
ral v
entil
atio
n sy
stem
is u
sed.
The
mec
hani
cal s
yste
m c
an
be d
esig
ned
for m
inim
um fr
esh
air v
olum
es a
s the
air
rate
is u
sed
for v
entil
atio
n al
one
and
not f
or
cool
ing
purp
oses
.
Ligh
ting
in th
e bu
ildin
g is
def
ined
as a
stan
dard
syst
em b
ut w
ith a
ver
y lo
w st
and
by p
ower
co
nsum
ptio
n. T
he th
in se
ctio
n bu
ildin
gs a
re d
esig
ned
to o
ptim
ize
dayl
ight
ing
use
for o
ffic
e sp
aces
. It
is p
lann
ed th
at th
e ar
tific
ial l
ight
ing
syst
em w
ill b
e eq
uipp
ed w
ith se
nsor
s tha
t allo
w it
to re
spon
d to
day
light
ing
avai
labi
lity.
Mec
hani
cal c
oolin
g is
def
ined
as s
ea w
ater
coo
ling
with
a C
OP
(coe
ffic
ient
of p
erfo
rman
ce) a
s hig
h as
15.
A st
anda
rd m
echa
nica
l coo
ling
syst
em u
sual
ly h
as a
CO
P cl
ose
to 4
. A se
a w
ater
coo
ling
syst
em w
ill u
se a
ppro
xim
atel
y 20
% o
f the
ene
rgy
cons
umed
by
a m
echa
nica
l sys
tem
. The
coo
ling
syst
em w
ill b
e co
mbi
ned
with
radi
ant c
eilin
gs w
hich
use
rela
tivel
y hi
gh w
ater
tem
pera
ture
s to
achi
eve
the
requ
ired
cool
ing
effe
ct. T
he th
erm
ally
act
ive
radi
ant c
eilin
g w
ill a
lso
be u
sed
for
heat
ing
and
this
com
bine
d w
ith th
e m
echa
nica
l ven
tilat
ion
syst
em, w
ill la
rgel
y el
imin
ate
the
need
fo
r a tr
aditi
onal
radi
ator
syst
em.
Dis
trict
hea
ting
and
hot w
ater
pro
duct
ion
are
calc
ulat
ed a
s opt
imis
ed st
anda
rd so
lutio
ns w
hich
are
ve
ry e
ffec
tivel
y in
sula
ted.
Sola
r cel
ls a
re d
efin
ed to
hav
e an
are
a of
120
0 m
² for
eac
h to
wer
. The
eff
icie
ncy
is c
alcu
late
d at
20
% w
hich
is th
e m
axim
um e
ffic
ienc
y fr
om so
lar c
ells
at p
rese
nt. W
ho k
now
s wha
t will
hap
pen
in
year
s to
com
e?
Bel
ow is
a sc
reen
shot
from
the
calc
ulat
ion
of th
e L-
Tow
er sh
owin
g th
e ke
y re
sults
:
The
ener
gy c
onsu
mpt
ion
here
is h
ighe
r tha
n fo
r the
M-T
ower
. The
re a
re tw
o m
ain
reas
ons f
or th
is:
Firs
tly, t
here
is a
hig
her t
herm
al e
nvel
ope
surf
ace
to fl
oor r
atio
. The
surf
ace
of th
e th
erm
al e
nvel
ope
is 1
5 %
larg
er o
n th
e L-
Tow
er. S
econ
d, th
e an
gle
of th
e so
lar c
ells
to th
e su
n is
50
° off
sout
h. O
n th
e M
-Tow
er th
is a
ngle
is o
nly
10 °.
Thi
s diff
eren
ce c
ause
s a re
duct
ion
in e
ffic
ienc
y of
no
less
than
35
%.
The
abov
e ca
lcul
atio
n do
es n
ot ta
ke in
to a
ccou
nt th
e w
ind
turb
ines
whi
ch u
nfor
tuna
tely
can
not b
e ca
lcul
ated
dire
ctly
into
the
BE0
6 so
ftwar
e.
MA
XIM
IZE
D W
IND
PO
WE
R W
ITH
VE
RTI
CA
L TU
RB
INE
LO
CAT
ION
L- T
OW
ER W
IND
TU
RBIN
ES
M- T
OW
ER W
IND
TU
RBIN
ES
L-M
BRI
DG
E W
IND
TU
RBIN
ES
RE
TUR
NP
IPE
SU
PP
LYP
IPE
OP
EN
SE
Aa=
0.1
OP
EN
LA
ND
a=0.
16
0 m
85 %
76 %
58 %
113
m98
m
AT
GR
OU
ND
LE
VE
L,5.
9 m
/s M
EA
N
AT
100
m,
10.4
m/s
ME
AN
80 %
55 %
10
m82
%
90
m86
%
100
m92
%
WIN
D V
ELO
CIT
Y m
/s
HE
IGH
T m
L TO
WE
R
M T
OW
ER
BR
IDG
E
Win
d tu
rbin
e co
ntrib
utio
n Th
e pr
ojec
t inc
lude
s urb
an w
ind
turb
ines
of t
he D
arrie
us ty
pe. T
he d
raw
ings
show
75
turb
ines
in
half
the
size
of t
he o
rigin
al. I
n th
e fo
llow
ing
calc
ulat
ion
we
have
cho
sen
to in
corp
orat
e th
e ou
tput
fr
om th
e or
igin
al si
ze te
sted
by
Qui
etRe
volu
tion
and
divi
de th
e nu
mbe
r of t
urbi
nes b
y tw
o. B
elow
is
the
calc
ulat
ion
of th
e co
ntrib
utio
n fr
om th
ese
win
d tu
rbin
es.
Turb
ine
outp
ut
9000
kW
h/ye
ar
Num
ber o
f tur
bine
s 37
To
tal o
utpu
t 33
3,00
0 kW
h/ye
ar
Mul
tiplic
atio
n fa
ctor
for B
E06
2,
5 P
ower
pla
nt e
quiv
alen
t 83
2,50
0 kW
h /y
ear
App
roxi
mat
e to
tal f
loor
are
a fo
r the
LM
Pro
ject
58
.018
m2
Tota
l sub
tract
ion
from
the
ener
gy fr
ames
14
.349
kW
h/m
2 /yea
r
E
nerg
y fra
me
for t
he M
-Tow
er
95,1
LE
C2
70,1
LE
C1
50,0
C
alcu
late
d en
ergy
con
sum
ptio
n 53
,9
Rev
ised
ene
rgy
cons
umpt
ion
39,6
kW
h/m
2 /yea
r
E
nerg
y fra
me
for t
he L
-Tow
er
95,1
LE
C2
70,0
LE
C1
50,0
C
alcu
late
d en
ergy
con
sum
ptio
n 62
,7
Rev
ised
ene
rgy
cons
umpt
ion
48,4
kW
h/m
2 /yea
r
It sh
ould
als
o be
con
side
red
that
the
win
d tu
rbin
es c
ompl
imen
t the
sola
r cel
ls in
that
they
pro
duce
th
e m
ost e
nerg
y du
ring
the
win
ter m
onth
s. Th
is is
the
time
of y
ear w
hen
the
sola
r cel
ls a
re le
ast
effe
ctiv
e. T
his d
istri
bute
s the
pro
duce
d po
wer
from
the
win
d an
d su
n th
roug
hout
the
year
.
Con
clus
ion
Bot
h to
wer
s mee
t the
requ
irem
ents
for L
EC2
and
the
M-T
ower
is a
ble
to m
eet L
EC1
requ
irem
ents
. B
y ca
lcul
atin
g th
e po
sitiv
e ef
fect
from
the
win
d tu
rbin
es it
is h
owev
er p
ossi
ble
for b
oth
tow
ers t
o m
eet L
EC1
requ
irem
ents
. Thi
s is 4
8 %
low
er th
an th
e bu
ildin
g re
gula
tion
stan
dard
s.
The
inte
grat
ed so
lutio
ns a
re v
ery
natu
ral a
nd e
nhan
ce th
e ar
chite
ctur
e. T
he so
lutio
ns w
ill p
rove
to
be se
nsib
le e
cono
mic
cho
ices
whi
ch w
ill h
ave
a ve
ry p
ositi
ve e
ffec
t for
the
clie
nts o
wn
econ
omy
whe
ther
the
spac
es a
re to
be
rent
ed, s
old
or ru
n by
the
clie
nt h
imse
lf.
The
build
ings
are
ext
rem
ely
ener
gy e
ffic
ient
and
are
at a
leve
l whi
ch w
ill e
nsur
e th
at th
ey c
an m
eet
all t
he fo
rese
eabl
e re
quire
men
ts in
the
near
futu
re a
nd b
eyon
d. A
s Cop
enha
gen
prep
ares
to h
ost t
he
mee
tings
that
will
rew
rite
the
Kyo
to P
roto
col i
n 20
09, t
he p
roje
ct se
eks t
o em
body
the
aspi
ratio
ns
of th
ese
mea
sure
s and
dem
onst
rate
the
21st c
entu
ry p
ossi
bilit
ies o
f sus
tain
able
des
ign.
The
tow
ers
will
stan
d as
exe
mpl
ary
sust
aina
ble
land
mar
ks w
hich
will
serv
e as
a sy
mbo
l for
the
gree
n pr
ofile
w
hich
is fu
ndam
enta
l to
Den
mar
k’s i
nter
natio
nal i
dent
ity
PR
OG
RA
M A
RE
A S
UM
MA
RY
Floo
r Are
a S
umm
ary
M-T
ow
er F
loo
rsF
loo
r A
rea
m2
Pro
gra
m
Gro
und
Lobb
y F
loor
1172
Pub
lic
3rd
1172
Ret
ail
4th
1496
Pub
lic A
udito
rium
5th
1224
Off
ice
6th
1264
Off
ice
7th
1264
Off
ice
8th
1264
Off
ice
9th
1265
Off
ice
10th
1265
Off
ice
11th
1265
Off
ice
12th
1211
Off
ice
13th
1211
Off
ice
14th
1211
Off
ice
15th
1425
Off
ice
16th
1425
Off
ice
17th
1110
Pub
Brid
ge C
onne
ctio
n18
th11
10O
ffic
e19
th11
10O
ffic
e20
th11
10O
ffic
e21
st11
73O
ffic
e22
nd
1383
Off
ice
23rd
1452
Off
ice
24th
1405
Pub
lic R
esta
uran
t
To
tal A
rea
2898
7
L-T
ow
er F
loo
rsF
loo
r A
rea
m2
Pro
gra
m
Gro
und
Lobb
y F
loor
1850
Pub
lic /
Ret
ail
3rd
1524
Ret
ail
5th
815
Off
ice
6th
815
Off
ice
7th
1226
Off
ice
8th
1226
Off
ice
9th
1226
Off
ice
10th
1226
Off
ice
11th
1226
Off
ice
12th
1226
Off
ice
13th
1226
Off
ice
14th
1226
Off
ice
15th
1226
Off
ice
16th
1226
Off
ice
17th
1247
Pub
lic B
ridge
Con
nect
ion
18th
1247
Off
ice
19th
1247
Off
ice
20th
1247
Off
ice
21st
1247
Off
ice
22nd
92
2O
ffic
e23
rd92
2O
ffic
e24
th92
2O
ffic
e25
th92
2O
ffic
e26
th92
2O
ffic
e27
th
922
Pub
lic O
bser
vatio
n D
eck
To
tal A
rea
2903
1
Floo
r Are
a S
umm
ary
L&
M T
ow
erT
ota
l Are
a m
2
Flo
or
Are
a58
018
