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DESIGN OF NATURAL VENTILATION WITH CFD Qingyan Chen INTRODUCTION As the previous chapter demonstrated, if a building is properly designed, natural ventilation can provide both a comfortable and healthy indoor environment as well as energy savings. Most architects and designers know about the principles of passive solar heating and can indicate how they desire small buildings to also take advantage of natural ventilation, as shown in Figure 1. Natural ventilation and thermal comfort, however, are difficult to understand and model, even for simple buildings. It is important that the architects and engineers collaborate early in the design process when key decisions about master planning and building geometry are made. The present chapter illustrates, using examples from the Sustainable Urban Housing in China case studies, how architects can work with engineers to design a sustainable building. With the help of the computational fluid dynamics (CFD) technique, we suggest a design procedure as follows: First, an architect produces an initial design. Next, an engineer uses the CFD technique to calculate airflows in and around the buildings. Based on the calculated results, the architect modifies the design. Several iterations are often necessary to achieve satisfactory indoor and outdoor environment for the building. Since an architect generally does not have sufficient knowledge of fluid dynamics or numerical skills, the engineer plays an essential role in helping the CHAPTER SEVEN L. Glicksman and J. Lin (eds), Sustainable Urban Housing in China, 116-123 © 2006 Springer. Printed in the Netherlands.
Transcript

DESI

GN

OF

NAT

URA

L VE

NTI

LATI

ON

WIT

H C

FD

Qin

gyan

Che

n

INTR

ODU

CTIO

N

As t

he p

revi

ous

chap

ter

dem

onst

rate

d, if

a b

uild

ing

ispr

oper

ly d

esig

ned,

nat

ural

ven

tilat

ion

can

prov

ide

both

a co

mfo

rtab

le a

nd h

ealth

y in

door

env

ironm

ent

as w

ell

as e

nerg

y sa

ving

s. M

ost

arch

itect

s an

d de

sign

ers

know

abou

t th

e pr

inci

ples

of

pass

ive

sola

r he

atin

g an

d ca

nin

dica

te h

ow t

hey

desi

re s

mal

l bu

ildin

gs t

o al

so t

ake

adva

ntag

e of

nat

ural

ven

tilat

ion,

as

show

n in

Fig

ure

1.N

atur

al v

entil

atio

n an

d th

erm

al c

omfo

rt, h

owev

er, a

redi

ffic

ult

to u

nder

stan

d an

d m

odel

, ev

en f

or s

impl

ebu

ildin

gs. It

is im

port

ant t

hat t

he a

rchi

tect

s and

eng

inee

rsco

llabo

rate

ear

ly in

the

desig

n pr

oces

s whe

n ke

y de

cisio

nsab

out m

aste

r pla

nnin

g an

d bu

ildin

g ge

omet

ry a

re m

ade.

The

pres

ent c

hapt

er il

lust

rate

s, us

ing

exam

ples

from

the

Sust

aina

ble

Urb

an H

ousi

ng i

n Ch

ina

case

stu

dies

,ho

w a

rchi

tect

s ca

n w

ork

with

eng

inee

rs t

o de

sign

asu

stai

nabl

e bu

ildin

g. W

ith th

e he

lp o

f the

com

puta

tiona

lflu

id d

ynam

ics

(CFD

) te

chni

que,

we

sugg

est

a de

sign

proc

edur

e as

follo

ws:

Firs

t, an

arc

hite

ct p

rodu

ces a

n in

itial

desi

gn. N

ext,

an e

ngin

eer

uses

the

CFD

tec

hniq

ue t

oca

lcul

ate

airf

low

s in

and

arou

nd th

e bu

ildin

gs. B

ased

on

the

calc

ulat

ed re

sults

, the

arc

hite

ct m

odifi

es th

e de

sign

.Se

vera

l it

erat

ions

are

oft

en n

eces

sary

to

achi

eve

satis

fact

ory

indo

or a

nd o

utdo

or e

nviro

nmen

t fo

r th

ebu

ildin

g. S

ince

an

arch

itect

gen

eral

ly d

oes

not

have

suff

icie

nt kn

owle

dge

of fl

uid

dyna

mic

s or n

umer

ical

skill

s,th

e en

gine

er p

lays

an

esse

ntia

l ro

le i

n he

lpin

g th

e

CHAP

TER

SEVE

N

L. G

licks

man

and

J. L

in (e

ds),

Sust

aina

ble

Urb

an H

ousin

g in

Chi

na, 1

16-1

23©

2006

Spr

inge

r. Pr

inte

d in

the

Net

herla

nds.

yanchen
Text Box
Chen, Q. 2007. "Chapter 7: Design of natural ventilation with CFD," Sustainable Urban Housing in China, Edited by L.R. Glicksman and J. Lin, Springer

117

Chap

ter S

even

- D

esig

n of

Nat

ural

Ven

tilat

ion

with

CFD

arch

itec

t ob

tain

the

det

aile

d fl

ow i

nfor

mat

ion.

The

engi

neer

, in

turn

, rel

ies

on t

he a

rchi

tect

to

mak

e th

ebu

ildin

g co

mfo

rtab

le a

nd h

ealth

y.Th

is c

hapt

er i

llust

rate

s th

is p

roce

ss t

hrou

gh t

hede

sign

of a

smal

l, na

tura

lly v

entil

ated

bui

ldin

g in

Bei

jing

(Bei

jing

City

Gar

den)

and

the

ana

lysi

s of

a b

uild

ing

site

in B

eijin

g fo

r ou

tdoo

r th

erm

al c

omfo

rt a

nd n

atur

alve

ntila

tion

(Bei

jing

Star

Gar

den)

.

Nat

ural

Ven

tilat

ion

Desi

gnFi

gure

2 s

how

s th

e lo

catio

n of

the

six-

stor

y (2

0 m

eter

s)de

mon

stra

tion

build

ing

and

its s

urro

undi

ngs

in B

eijin

gCi

ty G

arde

n, B

eijin

g. T

here

is a

long

, mid

-ris

e bu

ildin

g,40

met

ers

high

, to

the

nor

th a

nd l

ow-r

ise

six-

stor

ybu

ildin

gs to

the

east

and

sout

h. A

wid

e st

reet

runs

alo

ngth

e w

est

of t

he d

emon

stra

tion

build

ing.

Our

des

ign

inth

is c

ase

focu

sed

on n

atur

al v

entil

atio

n.Th

e de

sign

of n

atur

al v

entil

atio

n in

the

dem

onst

ratio

nbu

ildin

g re

quire

d da

ta o

n in

door

and

out

door

airf

low

dist

ribut

ions

. The

win

d ro

se in

Bei

jing,

as s

how

n in

Figu

re3,

indi

cate

d th

at in

the

sum

mer

the

pre

vaili

ng w

ind

isfr

om n

orth

and

sou

th. T

he c

orre

spon

ding

mea

n w

ind

spee

d is

1.9

m/s

. Fig

ure

4 br

eaks

the

ref

eren

ce w

eath

erda

ta i

n Be

ijing

int

o di

ffer

ent

com

fort

cat

egor

ies.

Alth

ough

hea

ting

is

an i

mpo

rtan

t is

sue

in B

eijin

g,bu

ildin

gs t

here

als

o re

quire

coo

ling

from

Jun

e th

roug

hAu

gust

. How

ever

, the

fig

ure

illus

trat

es t

hat

the

perio

dof

com

fort

can

be

incr

ease

d su

bsta

ntia

lly, a

nd th

e le

vel

of m

echa

nica

l coo

ling

redu

ced,

if m

ean

air s

peed

in th

ebu

ildin

g is

at l

east

2 m

/s th

roug

h na

tura

l ven

tilat

ion

orin

tern

al o

verh

ead

fans

. Ind

eed,

air-

cond

ition

ing

may

not

be n

eces

sary

in B

eijin

g if

natu

ral v

entil

atio

n is

com

bine

dw

ith

nigh

t co

olin

g. E

xces

s w

ind

spee

d, h

owev

er,

isde

trim

enta

l, cau

sing

disc

omfo

rt to

ped

estr

ians

. In

Beiji

ng,

win

ter

win

ds a

roun

d so

me

build

ings

can

rea

ch s

peed

sof

14

m/s

. Con

side

ring

the

low

air

tem

pera

ture

in t

he

Figu

re 1

Sm

art a

rrow

s us

ed b

y ar

chite

cts

(Sou

rce:

ada

pted

from

Moo

re 1

993)

Figu

re 2

The

dem

onst

ratio

n bu

ildin

g (s

hade

d) a

nd it

s si

te(B

eijin

g Ci

ty G

arde

n)

Figu

re 3

Win

d ro

se fo

r Bei

jing.

Thi

ck s

olid

line

: who

le y

ear;

thin

sol

id li

ne: w

inte

r (D

ecem

ber,

Janu

ary,

and

Feb

ruar

y);

dash

ed li

ne: s

umm

er (J

une,

Jul

y, a

nd A

ugus

t).

Figu

re 4

Com

fort

zon

es fo

r dev

elop

ing

coun

trie

s (S

ourc

e: C

arril

ho d

a G

raça

et a

l 200

2)

Hours per Month (Year)

118

Part

Thr

ee -

Tec

hnic

al F

indi

ngs

win

ter,

the

chi

lling

eff

ect

of t

his

win

d pr

even

tspe

dest

rians

from

wal

king

com

fort

ably

and

saf

ely.

Usi

ng th

e w

ind

info

rmat

ion

and

build

ing

site

, a C

FDpr

ogra

m

calc

ulat

ed

the

airf

low

ar

ound

th

ede

mon

stra

tion

build

ing,

as s

how

n in

Figu

re 5

. Whe

n w

ind

was

fro

m t

he n

orth

, the

air

spee

d ar

ound

the

bui

ldin

gw

as a

bout

0.1

m/s

~ 0

.4 m

/s, w

hich

is to

o lo

w to

supp

ort

natu

ral v

entil

atio

n of

uni

ts. T

his r

educ

tion

in a

ir ve

loci

tyoc

curs

bec

ause

the

build

ing

site

is in

a re

circ

ulat

ion

zone

,cr

eate

d by

the

tall

build

ing

to th

e no

rth.

Whe

n th

e w

ind

was

fro

m t

he s

outh

, th

e ai

r sp

eed

arou

nd t

hede

mon

stra

tion

build

ing

was

hig

her b

ut st

ill lo

w, b

etw

een

0.3

and

0.8

m/s

. Th

e sm

all

dist

ance

bet

wee

n th

ede

mon

stra

tion

build

ing

site

and

adj

acen

t bu

ildin

gs t

oth

e so

uth

defle

cts

win

d be

fore

it re

ache

s th

e bu

ildin

g.D

espi

te t

hese

con

ditio

ns, t

he d

esig

n te

am c

hose

to

use

the

avai

labl

e, a

lbei

t lo

w-v

eloc

ity, w

ind

to p

rovi

dena

tura

l ven

tilat

ion

to t

he b

uild

ing.

Sin

ce t

he d

esig

n of

natu

ral

vent

ilatio

n do

es n

ot u

sual

ly i

ncre

ase

build

ing

cons

truc

tion

and

oper

atio

n co

sts,

it is

alw

ays w

orth

whi

leto

try

to

inco

rpor

ate

such

sys

tem

s, w

hen

basi

c cl

imat

icco

nditi

ons

will

per

mit

ther

mal

ly c

omfo

rtab

le t

hrou

gh-

vent

ilatio

n. F

igur

e 6

show

s tw

o de

sign

sch

emes

for

aty

pica

l fl

oor

of t

he d

emon

stra

tion

bui

ldin

g, b

oth

desi

gned

to

allo

w f

ree

pass

age

of w

ind.

Thi

s ch

apte

rde

mon

stra

tes

how

the

CFD

tec

hniq

ue i

s us

ed t

ode

term

ine

the

nece

ssar

y si

ze o

f the

cou

rt t

o th

e so

uth.

The

proj

ect

team

exp

ects

tha

t th

e co

urt

will

inc

reas

ena

tura

l lig

ht in

the

build

ing,

cre

ate

a so

cial

spac

e fo

r the

build

ing

resi

dent

s, an

d ch

anne

l win

d fr

om th

e so

uth

for

vent

ilatio

n.Fi

gure

7 sh

ows t

he a

irflo

w d

istrib

utio

n in

and

aro

und

the

dem

onst

ratio

n bu

ildin

g w

hen

the

win

d co

mes

from

the

sout

h. Th

e se

para

tion

of d

etai

led

airf

low

info

rmat

ion

with

in t

he d

emon

stra

tion

build

ing

from

the

airf

low

arou

nd B

eijin

g Ci

ty G

arde

n (F

igur

e 5b

) re

duce

dco

mpu

ting

time

sign

ifica

ntly

. Bec

ause

win

d sp

eed

from

the

sout

h ar

ound

the

dem

onst

rati

on b

uild

ing

is0.

3 ~

0.8

m/s

, CFD

mod

els o

f airf

low

with

in th

e bu

ildin

gas

sum

ed w

ind

from

the

sou

th a

t a

unifo

rm s

peed

of

0.5

m/s

. The

mod

el sh

ows t

hat t

he b

uild

ing

layo

ut p

erm

itsfr

ee, e

asy

vent

ilatio

n of

the

uni

ts. H

owev

er, c

ourt

siz

eha

s no

signi

fican

t im

pact

on

the

airf

low

pat

tern

and

flow

rate

. Fur

ther

mor

e, t

he r

esul

ts s

ugge

st t

hat

mec

hani

cal

vent

ilatio

n or

stac

k ve

ntila

tion

mig

ht b

e ne

eded

in o

rder

to e

nhan

ce t

he v

entil

atio

n in

the

bui

ldin

g. C

hapt

er 5

docu

men

ts th

e im

pact

on

ther

mal

com

fort

of s

peci

fied

air c

hang

e ra

tes a

ssist

ed b

y m

echa

nica

l ven

tilat

ion.

With

an o

pen

inte

rior d

esig

n fo

r nat

ural

ven

tilat

ion,

fan

pow

erfo

r ade

quat

e st

ack

vent

ilatio

n w

ill b

e ke

pt to

a m

inim

um.

Thes

e re

sult

s w

ere

impo

rtan

t in

ref

inin

g th

e fi

nal

vent

ilatio

n de

sign

. See

Cha

pter

10,

Cas

e St

udy

One

–Be

ijing

Pro

toty

pe H

ousi

ng fo

r mor

e in

form

atio

n.

Out

door

Com

fort

and

Site

Pla

nnin

gA

seco

nd e

xam

ple

dem

onst

rate

s ho

w a

rchi

tect

s an

den

gine

ers

can

wor

k to

geth

er t

o de

sign

a c

omfo

rtab

leou

tdoo

r and

indo

or e

nviro

nmen

t. Ac

cele

ratio

n of

airf

low

amon

g hi

gh-r

ise

build

ings

may

cre

ate

outd

oor c

omfo

rtpr

oble

ms.

This

stud

y us

es th

e Be

ijing

Sta

r Gar

den

Proj

ect

as a

n ex

ampl

e of

how

to d

esig

n a

com

fort

able

out

door

envi

ronm

ent.

Beca

use

it is

mai

nly

the

chill

ing

effe

ct o

f the

win

d in

the

win

ter t

hat c

ause

s the

out

door

dis

com

fort

pro

blem

,th

e de

sign

ana

lyze

d th

e ai

rflo

w d

istr

ibut

ion

on a

win

ter

day.

The

win

d ro

se f

or B

eijin

g (F

igur

e 3)

illu

stra

tes

that

in t

he w

inte

r th

e pr

evai

ling

win

d is

fro

m t

he n

orth

(5° i

nclin

ed to

the

wes

t). I

n a

typi

cal y

ear,

ther

e ar

e ni

neda

ys d

urin

g w

hich

the

win

d sp

eed

is h

ighe

r th

an7.

6 m

/s in

Bei

jing

(ASH

RAE

1997

), an

d hi

gh w

ind

days

gene

rally

occ

ur in

the

win

ter.

The

pres

ent i

nves

tigat

ion

stud

ied

a sc

enar

io w

ith a

nor

th w

ind

of 7

.6 m

/s f

orou

tdoo

r the

rmal

com

fort

con

side

ratio

n.

119

Chap

ter S

even

- D

esig

n of

Nat

ural

Ven

tilat

ion

with

CFD

Figu

re 5

aTh

e ai

rflo

w d

istr

ibut

ion

arou

nd th

e de

mon

stra

tion

build

ing

sect

ion

with

ano

rth

win

d; e

xist

ing

tall

build

ings

sho

wn

on th

e le

ft-h

and

side

of t

he fi

gure

Figu

re 5

bTh

e ai

rflo

w d

istr

ibut

ion

arou

nd th

e de

mon

stra

tion

build

ing

sect

ion

with

aso

uth

win

d; e

xist

ing

tall

build

ings

are

sho

wn

on th

e le

ft-h

and

side

of t

he fi

gure

Figu

re 6

A ty

pica

l flo

or p

lan

of th

e de

mon

stra

tion

build

ing

with

diff

eren

t cou

rt s

izes

Figu

re 7

The

air

velo

city

in a

nd a

roun

d th

e de

mon

stra

tion

build

ing

at a

hei

ght o

f 1.2

met

ers

abov

e th

e flo

or: (

a) s

how

s ai

r vel

ocity

in th

e pl

an w

ith th

e la

rge

cour

t, an

d (b

) sho

ws

a si

mila

rpl

an w

ith a

sm

alle

r cou

rt

(a)

(b)

dem

onst

ratio

nbu

ildin

g

dem

onst

ratio

nbu

ildin

g

120

Part

Thr

ee -

Tec

hnic

al F

indi

ngs

Figu

re 8

a O

rigin

al d

esig

n fo

r Bei

jing

Star

Gar

den

by a

nar

chite

ctur

al fi

rm (s

chem

e I)

Figu

re 8

b P

relim

inar

y re

desi

gn fo

r Bei

jing

Star

Gar

den

by M

ITpr

ojec

t tea

m (s

chem

e II)

Figu

re 8

c S

econ

d re

desi

gn fo

r Bei

jing

Star

Gar

den

by M

IT p

roje

ctte

am (s

chem

e III

)

Figu

re 9

Win

d ve

loci

ty d

istr

ibut

ion

at th

e he

ight

of 1

.5 m

abo

veth

e gr

ound

aro

und

the

build

ings

for s

chem

e I w

ith a

nor

th w

ind

(blu

e -

low

vel

ocity

, gre

en -

mod

erat

e ve

loci

ty, a

nd y

ello

w/r

ed -

high

vel

ocity

)

Figu

re 1

0 W

ind

velo

city

dis

trib

utio

n at

the

heig

ht o

f 1.5

mab

ove

the

grou

nd a

roun

d th

e bu

ildin

gs fo

r sch

eme

II w

ith a

nor

thw

ind

(blu

e -

low

vel

ocity

, gre

en -

mod

erat

e ve

loci

ty, a

nd y

ello

w/

red

- hi

gh v

eloc

ity)

Figu

re 1

1 W

ind

velo

city

dis

trib

utio

n at

the

heig

ht o

f 1.5

mab

ove

the

grou

nd a

roun

d th

e bu

ildin

gs fo

r sch

eme

III w

ith a

nort

h w

ind

(7.6

m/s

) (b

lue

- lo

w v

eloc

ity, g

reen

- m

oder

ate

velo

city

, and

yel

low

/red

- h

igh

velo

city

)

Figu

re 1

2 W

ind

velo

city

dis

trib

utio

n at

the

heig

ht o

f 1.5

mab

ove

the

grou

nd a

roun

d th

e bu

ildin

gs fo

r sch

eme

III w

ith a

sout

h w

ind

(1.9

m/s

) (b

lue

- lo

w v

eloc

ity, g

reen

- m

oder

ate

velo

city

, and

yel

low

/red

- h

igh

velo

city

)

A B C

1 1

AB

121

Chap

ter S

even

- D

esig

n of

Nat

ural

Ven

tilat

ion

with

CFD

Figu

re 8

a sh

ows

the

deve

lope

r’s o

rigin

al s

ite d

esig

n(s

chem

e I).

The

des

ign

for s

chem

e I c

onsi

sted

of s

ixte

enhi

gh-r

ise

build

ings

ran

ging

fro

m 3

3 to

90

met

ers

high

.Th

is c

hapt

er p

rese

nts t

he w

ind

spee

d di

strib

utio

n at

the

heig

ht o

f 1.

5 m

eter

s ab

ove

the

grou

nd t

o ev

alua

tepe

dest

rian

com

fort

(Fig

ure

9). T

he w

ind

spee

d at

sect

ion

1-1

is a

roun

d 8~

9 m

/s (g

rade

5),

too

high

to b

e ac

cept

edev

en fo

r a sh

ort s

tay

in th

e w

inte

r. Th

e lin

ear a

rran

gem

ent

of t

he b

uild

ings

per

mits

win

d to

pas

s fr

eely

. The

CFD

calc

ulat

ion

also

show

s tha

t at a

hei

ght o

f 30

met

ers,

the

win

d sp

eed

amon

g m

ost

of t

he b

uild

ings

is 9

~10

m/s

,an

d at

a h

eigh

t of

70

met

ers,

the

win

d sp

eed

is a

bove

12 m

/s (g

rade

6).

The

high

win

d sp

eed

lead

s to

exce

ssiv

ein

filtr

atio

n in

the

win

ter a

nd d

iffic

ultie

s in

usin

g th

e w

ind

for n

atur

al v

entil

atio

n in

the

sum

mer

. The

refo

re, t

he M

ITte

am m

ade

reco

mm

enda

tions

to th

e de

velo

per t

hat t

hebu

ildin

g si

te s

houl

d be

red

esig

ned,

and

the

hei

ght

ofth

e bu

ildin

gs s

houl

d be

redu

ced.

Sinc

e th

e CF

D c

alcu

latio

ns s

how

ed t

hat

the

heig

htof

bui

ldin

gs i

n de

sign

I c

ause

s a

serio

us d

isco

mfo

rtpr

oble

m, t

he M

IT d

esig

n te

am p

rodu

ced

sche

mes

II a

ndIII

(Fig

ures

8b

and

8c) w

ith th

e fo

llow

ing

feat

ures

:

•lo

wer

ove

rall

build

ing

heig

ht (b

uild

ing

heig

hts r

ange

from

20

to 6

0 m

eter

s in

sche

me

II, a

nd fr

om 2

0 to

50

met

ers i

n sc

hem

e III

) to

redu

ce w

inte

r inf

iltra

tion

and

to p

rovi

de o

ppor

tuni

ty f

or s

umm

er n

atur

alve

ntila

tion,

with

out

com

prom

isin

g th

e po

pula

tion

dens

ity; a

nd•

prot

ectio

n fr

om th

e no

rth

win

d in

the

win

ter b

y us

ing

rela

tivel

y hi

gh b

uild

ings

in th

e no

rth.

Figu

re 1

0 sh

ows

that

sch

eme

II r

educ

es t

hedi

scom

fort

pro

blem

gre

atly

, but

pro

blem

s rem

aine

d. F

orex

ampl

e, in

ent

ranc

es A

, B, a

nd C

, the

win

d sp

eed

was

very

hig

h be

caus

e of

the

linea

r arr

ange

men

t. St

agge

ring

the

entr

ance

s cou

ld e

asily

solv

e th

is p

robl

em. A

num

ber

of o

ther

iss

ues

need

ed t

o be

car

eful

ly e

xam

ined

. For

inst

ance

, nat

ural

ven

tilat

ion

in th

e su

mm

er m

ay n

ot b

eef

fect

ive

in sc

hem

e II.

As s

how

n in

Fig

ure

8b, m

ore

than

half

of th

e bu

ildin

gs h

ave

a lo

ng si

de fa

cing

eas

t or w

est.

Sinc

e th

e pr

evai

ling

win

d in

the

sum

mer

is fr

om th

e so

uth

in t

his

site

, the

bui

ldin

gs w

ith t

he lo

ng s

ide

faci

ng e

ast

or w

est

may

not

tak

e ad

vant

age

of n

atur

al c

ross

vent

ilatio

n. I

n ad

ditio

n, t

he o

rient

atio

n w

as n

ot g

ood

for p

assi

ve h

eatin

g de

sign

, and

it w

as d

iffic

ult t

o sh

ade

the

build

ing

from

the

str

ong

sola

r ra

diat

ion

in t

hesu

mm

er.

Base

d on

the

res

ults

for

sch

eme

II, t

he M

IT t

eam

desi

gned

sch

eme

III. T

he l

ow-r

ise

build

ings

wer

e no

wti

lted

45°

, w

ith

the

long

sid

e fa

cing

sou

thea

st a

ndno

rthw

est.

In sc

hem

e III

, bot

h ou

tdoo

r the

rmal

com

fort

and

natu

ral v

entil

atio

n w

ere

cons

ider

ed. W

hen

stud

ying

the

outd

oor

ther

mal

com

fort

, the

inco

min

g w

ind

was

set

to b

e 7.

6 m

/s f

rom

the

nor

th. F

igur

e 11

sho

ws

the

win

d di

strib

utio

n fo

r sch

eme

III fo

r eva

luat

ing

pede

stria

nco

mfo

rt. T

he h

igh-

rise

build

ings

on

the

nort

h si

de c

anbl

ock

the

high

win

d fr

om th

e no

rth.

As a

resu

lt, th

e w

ind

spee

d in

the

site

is lo

w. W

hile

win

d sp

eeds

at

poin

ts A

and

B w

ere

high

, the

se a

re v

ehic

ular

ent

ranc

es th

at w

illno

t aff

ect p

edes

tria

n co

mfo

rt.

Sinc

e th

e hi

gh-r

ise

build

ings

wer

e us

ed to

blo

ck th

ew

ind

in th

e w

inte

r, it

is ha

rd to

use

nor

th w

ind

for n

atur

alve

ntila

tion

in

the

sum

mer

. In

Bei

jing,

pro

tect

ing

pede

stri

ans

from

the

col

d w

inte

r w

ind

was

mor

eim

port

ant

than

uti

lizin

g na

tura

l ve

ntila

tion

in

the

sum

mer

. How

ever

, it w

as fe

asib

le to

use

sou

th w

ind

for

natu

ral v

entil

atio

n. Th

e m

ean

win

d sp

eed

in th

e su

mm

erfr

om th

e so

uth

is 1.

9 m

/s. W

ith su

ch a

win

d sp

eed,

Figu

re12

sho

ws

that

the

win

d sp

eed

arou

nd m

ost

of t

hebu

ildin

gs a

t 1.

5 m

eter

s ab

ove

the

grou

nd i

s ab

ove

1.0

m/s

. Thi

s w

ind

spee

d is

suf

ficie

ntly

hig

h fo

r na

tura

lve

ntila

tion.

The

tilt

ed b

uild

ing

arra

ngem

ent

help

ed t

oin

trod

uce

mor

e w

ind

into

the

site

. Fur

ther

mor

e, t

he

122

Part

Thr

ee -

Tec

hnic

al F

indi

ngs

stag

gere

d ar

rang

emen

t pr

even

ted

the

fron

t bu

ildin

gsfr

om b

lock

ing

win

ds. T

here

fore

, sch

eme

III p

rovi

ded

good

outd

oor

ther

mal

com

fort

and

pot

entia

l to

use

natu

ral

vent

ilatio

n. N

ote

that

sche

me

III w

as n

ot th

e fin

al d

esig

n.In

add

itio

n to

the

ven

tila

tion

stu

dies

sho

wn

in t

his

chap

ter,

the

desig

n te

am st

udie

d ot

her i

mpo

rtan

t iss

ues,

such

as

sun

avai

labi

lity,

nat

ural

ligh

ting,

and

ene

rgy

inbu

ildin

gs. S

ee C

hapt

er 1

1, C

ase

Stud

y Tw

o –

Beiji

ng S

tar

Gar

den

for m

ore

info

rmat

ion.

SUM

MAR

Y

This

cha

pter

sho

ws

how

eng

inee

rs c

an u

se C

FD t

o he

lpar

chite

cts

desi

gn n

atur

al v

entil

atio

n in

bui

ldin

gs a

ndzo

nes o

f the

rmal

com

fort

aro

und

build

ings

. With

the

help

of th

e CF

D te

chni

que,

eng

inee

rs c

an c

alcu

late

the

airf

low

dist

ribut

ions

in a

nd a

roun

d bu

ildin

gs, a

nd a

rchi

tect

s can

use

the

resu

lting

info

rmat

ion

to m

odify

thei

r des

igns

.Th

e CF

D t

echn

ique

allo

ws

engi

neer

s to

qui

ckly

and

inex

pens

ivel

y an

alyz

e ai

rflo

w in

and

aro

und

build

ings

.Th

e in

form

atio

n ca

n he

lp a

rchi

tect

s to

des

ign

build

ings

that

can

be

mor

e ef

fect

ivel

y ve

ntila

ted

in s

umm

er a

ndth

at c

an a

void

stro

ng o

utdo

or w

ind

in w

inte

r to

achi

eve

bett

er t

herm

al c

omfo

rt.

This

cha

pter

des

crib

es t

wo

exam

ples

of

build

ing

desi

gn w

ith C

FD, o

ne f

or n

atur

alve

ntila

tion

and

anot

her

for

outd

oor

ther

mal

com

fort

.Th

e st

ep-b

y-st

ep d

esig

n pr

oced

ure

show

s the

use

fuln

ess

of C

FD a

nd h

ow e

ngin

eers

and

arc

hite

cts

can

wor

kto

geth

er to

ach

ieve

bet

ter b

uild

ing

desi

gn.

In th

e na

tura

l ven

tilat

ion

desi

gn, t

he re

sults

show

edth

at t

he w

ind

dire

ctio

n an

d bu

ildin

g si

te i

nfor

mat

ion

wer

e m

ost c

ruci

al fo

r the

ven

tilat

ion

rate

, whi

le th

e co

urt

size

was

not

as i

mpo

rtan

t. In

the

case

of o

utdo

or th

erm

alco

mfo

rt d

esig

n an

d si

te p

lann

ing,

the

res

ults

indi

cate

that

one

can

impr

ove

the

desi

gn b

y bu

ildin

g sh

ape

and

orie

ntat

ion.

How

ever

, ot

her

fact

ors,

suc

h as

sol

ar

avai

labi

lity,

sho

uld

also

be

cons

ider

ed t

o ob

tain

asu

stai

nabl

e de

sign

.Se

vera

l it

erat

ions

may

be

nece

ssar

y to

des

ign

abu

ildin

g w

ith s

atis

fact

ory

indo

or a

nd o

utdo

or c

omfo

rten

viro

nmen

t. Th

is d

esig

n pr

oced

ure,

und

erta

ken

by a

team

of a

rchi

tect

s and

eng

inee

rs a

t MIT

, sho

ws t

hat t

heCF

D t

echn

ique

is a

ver

y us

eful

too

l for

bui

ldin

g de

sign

.Th

is k

ind

of c

oope

rati

on b

etw

een

arch

itec

ts a

nden

gine

ers

is n

eces

sary

to d

esig

n go

od b

uild

ings

.Al

thou

gh t

he C

FD t

echn

ique

has

gre

at p

oten

tial f

orbu

ildin

g de

sign

, it

is t

ime

cons

umin

g. T

o m

itiga

te t

his,

the

arch

itect

s an

d en

gine

ers

on a

pro

ject

sho

uld

revi

ewin

itial

des

igns

bas

ed o

n th

eir e

xper

ienc

e an

d kn

owle

dge.

This

dis

cuss

ion

will

red

uce

the

requ

ired

num

ber

ofite

ratio

ns s

igni

fican

tly a

nd c

an s

peed

up

the

desi

gnpr

oces

s. Th

e CF

D t

echn

ique

sho

uld

be u

sed

only

to

eval

uate

a fe

w, f

inal

des

ign

alte

rnat

ives

bec

ause

of t

hedi

ffic

ulty

of p

erfo

rmin

g th

e an

alys

is.

REFE

REN

CES

ASH

RAE.

199

7. H

andb

ook

of F

unda

men

tals

. Am

eric

anSo

ciet

y of

Hea

ting

, R

efri

gera

ting

, an

d A

ir-

Cond

ition

ing

Engi

neer

s, At

lant

a, G

A.Ca

rrilh

o da

Gra

ça, G

., Q. C

hen,

L. G

licks

man

and

L. N

orfo

rd.

2002

. Sim

ulat

ion

of W

ind-

Driv

en V

entil

ativ

e Co

olin

gSy

stem

s fo

r an

Apa

rtm

ent

Build

ing

in B

eijin

g an

dSh

angh

ai.E

nerg

y an

d Bu

ildin

gs, 3

4(1)

: 1-1

1.Ch

en, D

. and

J. C

ai. 1

994.

Doc

umen

ts C

olle

ctio

n fo

rBu

ildin

g D

esig

n, v

ol.

1(i

n C

hine

se).

Chi

nese

Cons

truc

tion

Indu

stry

Pub

licat

ion

Inc.

, Bei

jing.

Chen

, Q. 1

997.

Com

puta

tiona

l Flu

id D

ynam

ics f

or H

VAC:

Succ

esse

s and

Fai

lure

s. Am

eric

an S

ocie

ty o

f Hea

ting,

Ref

rige

rati

ng a

nd A

ir-C

ondi

tion

ing

Engi

neer

sTr

ansa

ctio

ns, 1

03 (1

): 17

8-18

7.

123

Chap

ter S

even

- D

esig

n of

Nat

ural

Ven

tilat

ion

with

CFD

Giv

oni,

B. 1

997

Clim

ate

Cons

ider

atio

ns in

Bui

ldin

g an

dU

rban

Des

ign.

Van

Nos

tran

d Re

inho

ld ,

New

Yor

k.M

oore

, F. 1

993

Envi

ronm

ent

Cont

rol S

yste

ms:

Hea

ting

Cool

ing

Ligh

ting.

McG

raw

-Hill

, Inc

., N

ew Y

ork.

Mur

akam

i, S.

199

8. O

verv

iew

of

Turb

ulen

ce M

odel

sAp

plie

d in

CW

E-19

97. J

ourn

al o

f W

ind

Engi

neer

ing

and

Indu

stria

l Aer

odyn

amic

s, 74

-76:

1-2

4.Vi

cker

y, B

. and

C. K

arak

atsa

nis.

1987

. Ext

erna

l Pre

ssur

eD

istr

ibut

ions

and

Indu

ced

Inte

rnal

Ven

tilat

ion

Flow

in L

ow-R

ise

Indu

stri

al a

nd D

omes

tic

Stru

ctur

es,

Amer

ican

Soc

iety

of H

eatin

g, R

efrig

erat

ing,

and

Air-

Cond

itio

ning

Eng

inee

rs T

rans

acti

ons,

98

(2):

2198

-221

3.


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