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SHADE AND COOLING EFFECT OF COLONNADE IN LOW-RISE STREET CANYON IN TROPICAL CLIMATE LAM JIIH KUI A thesis submitted in fulfilment of the requirements for the award of the degree of Master of Architecture Faculty of Built Environment Universiti Teknologi Malaysia MARCH 2012

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SHADE AND COOLING EFFECT OF COLONNADE

IN LOW-RISE STREET CANYON IN TROPICAL CLIMATE

LAM JIIH KUI

A thesis submitted in fulfilment of the

requirements for the award of the degree of

Master of Architecture

Faculty of Built Environment

Universiti Teknologi Malaysia

MARCH 2012

iii

To my beloved parents, brothers, sisters and friends

for their support and encouragement.

iv

ACKNOWLEDGEMENT

I would like to firstly express my thankfulness to Dr Dilshan Remaz Ossen,

my main thesis supervisor, who is always willing to offer help and guidance

throughout the whole process of this thesis. I am also very thankful to Assoc. Prof.

Dr. Mohamed Rashid Embi, the Deputy Dean (Postgraduates & Research) of my

faculty and his administrative staffs. Without their continued support and interest,

this design thesis would not have been the same as presented here.

My sincere appreciation also extends to all my brothers and sisters in Hope

Church Johor Bahru, my fellow colleagues and others who have provided assistance

at various occasions such as supplying the relevant literatures and giving

encouragements. Thank you to all my friends and all whose name are not mentioned

for your supports and sacrifices.

I am grateful to all my family members, especially my parents for their

unconditional love and support throughout my study and my life.

v

ABSTRACT

The shophouse buildings in Malaysia, which flank commercial streets, are of

low-rise planning. The building height is controlled according to council’s plot ratio,

but is always built on the development needs. Colonnade has been a part of the

shophouse design regulations to provide overhead rain shelter and for sun shading.

Provision of 7.5 feet (2.25 m) is the minimum depth. The main aim of this study is to

investigate the potential of colonnade depth to lower the overall air temperature in

the urban street microclimate. At the same time, fundamental climatic criteria of

overhead shading elements and provision of enough space as a pedestrian

thoroughfare in the urban must be fulfilled. Ecotect is used to run the shading

analysis. Envelope Ratio and CTTC model are used for air temperature reduction

simulations. In a H/W 0.25 street, adequate overhead shading from 1100 to 1600 can

only be achieved with Dc/Hc 1.5 and above. This translates to 6 meters of colonnade

depth. Colonnade in H/W 2 street with Dc/Hc 1 and above provides comfortable

shades throughout the day. To lower the air temperature, the optimum colonnade

depth to street width ratio is C/W 0.6. Deeper colonnade will give no significant

microclimate improvement. It is found that the ideal colonnade ratio is C/W 0.2 to

0.6. Existing urban code requires Dc/Hc 0.75. In a north-south street, it is only able to

offer adequate shade of 2 meter from 1230 to 1400. In a east-west street, it is only

able to give 1 to 1.5 meter of shade, during the extreme case of summer and winter

solstice. Existing colonnade depth of 2.25 meter and street width of 15 meter will

give C/W 0.15. In both shallow and deep canyons, the effect in reducing the air

temperature is limited.

vi

ABSTRAK

Rumah kedai, bangunan yang biasa didapati di jalan-jalan komersial di Malaysia,

dikategorikan dalam pembangunan bertingkat rendah. Ketinggian bangunan dikawal

mengikut nisbah plot majlis, tetapi lebih biasa dibina mengikut keperluan. Ruang kaki

lima telah menjadi sebahagian daripada rumah kedai untuk menyediakan tempat

perlindungan hujan dan untuk teduhan matahari. Mengikut peraturan, kedalaman ruang

ini sekurang-kurangnya 7.5 kaki (2.25 m). Tujuan utama kajian ini adalah untuk

mengkaji potensi kedalaman ruang kaki lima dalam merendahkan suhu udara

keseluruhan iklim mikro jalan bandar. Pada masa yang sama, asas tujuan reka bentuk

teduhan atas kepala dan penyediaan ruang yang cukup sebagai ruang pejalan kaki perlu

dipenuhi. Perisian Ecotect digunakan untuk menjalankan analisis teduhan. Model

Envelope Ratio dan CTTC digunakan untuk menjalankan simulasi pengurangan suhu

udara. Bagi jalan H/W 0.25, teduhan atas kepala yang mencukupi dari jam 11 hingga

jam 16 jam hanya boleh dicapai dengan Dc/Hc 1.5 dan ke atas. Ini akan menterjemahkan

ruang kaki lima sedalam 6 meter. Ruang kaki lima di jalan H/W 2 dengan Dc/Hc 1 ke

atas menyediakan teduhan yang selesa sepanjang hari. Nisbah C/W 0.6 adalah nisbah

optimum bagi pengurangan suhu. Kedalaman yang selebihnya tidak akan memberikan

peningkatan yang ketara. Nisbah kaki lima yang optimum ialah C/W 0.2 hingga 0.6.

Peraturan perancangan bandar sedia ada memerlukan Dc/Hc 0.75. Bagi jalan yang

berorientasi utara-selatan, ia hanya mampu untuk menawarkan tempat teduh yang

mencukupi (2 meter) dari 1230 hingga 1400. Bagi jalan yang berorientasi timur-barat, ia

hanya dapat memberikan 1 hingga 1.5 meter tempat teduh, semasa solstis musim panas

dan musim sejuk. Ruang kaki lima sedia ada yang sedalam 2.25 meter dan lebar jalan 15

meter akan memberikan C/W 0.15. Keupayaan nisbah ini dalam mengurangkan suhu

udara adalah terhad.

vii

TABLE OF CONTENTS

CHAPTER TITLE PAGE

THESIS TITLE i

DECLARATION ii

DEDICATION iii

ACKNOWLEDGEMENTS iv

ABSTRACT v

ABSTRAK vi

TABLE OF CONTENTS vii

LIST OF TABLES xii

LIST OF FIGURES xiv

LIST OF ABBREVIATIONS xviii

LIST OF SYMBOLS xix

1 GENERAL INTRODUCTION 1

1.1 Introduction 1

1.2 The Problem Statement 4

1.3 Research Hypothesis 5

1.4 Research Questions 6

1.5 Research Gap 6

1.6 Research Objectives 8

1.7 Scope and Limitations 9

1.8 Importance of the Research 12

viii

1.9 Thesis Organization 13

2 URBAN PLANNING CODES, COLONNADE AND

LOW-RISE STREET CANYON MICROCLIMATE 16

2.1 Urban Canopy Layer Microclimate 17

2.1.1 Energy Balance of an Urban Canyon Layer 19

2.1.2 Effects of Urban Features to the Energy

Balance 22

2.1.3 Strategies to Improve Microclimate of

Tropical Urban Canopy Layer 26

2.2 Low-Rise Street Canyon Microclimate 28

2.2.1 Air Temperature 28

2.2.2 Relative Humidity 30

2.2.3 Thermal Comfort 30

2.2.4 Wind Flow 31

2.2.5 Urban Heat Island 31

2.3 Low-Rise Street Canyon Design Strategies 32

2.3.1 Street Orientation 33

2.3.2 Overhead Shading 33

2.3.2.1 Overhangs 34

2.3.3 Urban Form 36

2.3.3.1 Solar Angle Induced Models 37

2.3.3.2 Courtyard 39

2.3.4 Ventilative Cooling 40

2.3.5 Vegetation and Green Area 41

2.3.6 Solar Reflectivity (Albedo) 41

2.4 Colonnade 42

2.4.1 Rationale of Strategy 43

2.4.2 Envelope Ratio 44

2.4.3 Thermal Performance 46

2.4.4 Overhead Shading 47

2.5 Urban Canyon Layer of Commercial Street in

Johor Bahru 48

ix

2.5.1 Urban Planning Codes 51

2.5.2 Colonnade 54

2.6 Summary 55

3 METHODOLOGY 57

3.1 The Need for the Experiment 58

3.2 Qualitative Analysis of Current Urban Planning

Codes 58

3.3 Development of Colonnade and Street Configurations 59

3.3.1 Street Aspect Ratio 60

3.3.2 Street Orientation 60

3.3.3 Colonnade Depth to Height Ratio 60

3.3.4 Colonnade to Street Width Ratio 61

3.3.5 Envelope Ratio 62

3.4 Shading Analysis 63

3.4.1 Methods of Shading Analysis 64

3.4.1.1 Manual Calculation Method 64

3.4.1.2 Computer Simulation 65

3.4.2 Selection of Shading Simulation Software 66

3.4.3 Ecotect Simulation Procedure 67

3.4.3.1 Step I: Data Requirement 68

3.4.3.2 Step II: Preparation of the Models 69

3.4.3.3 Step III: Detailed Interface – Selecting

Simulation Parameters and Perform

Simulation 70

3.4.3.4 Step IV: Review Simulation Results 72

3.4.4 Simulation Limitations 73

3.5 Urban Canyon Layer Air Temperature Prediction 73

3.5.1 Methods of Air Temperature Prediction 74

3.5.1.1 Field Experiment 74

3.5.1.2 Physical Model Method 75

3.5.1.3 CFD 76

3.5.1.4 Statistical Model 76

x

3.5.1.5 Digital Elevation Models 77

3.5.1.6 Computer Simulation 77

3.5.1.7 Calculation Method 78

3.5.2 Selection of Air Temperature Prediction Model 78

3.5.3 The Cluster Thermal Time Constant (CTTC)

Model 78

3.6 Envelope Ratio 88

3.6.1 Calculation Procedure 91

3.6.1.1 Step I: Data Requirement 91

3.6.1.2 Step II: Preparation of the Models 93

3.6.1.3 Step III: Calculation 93

3.6.1.4 Step IV: Review Simulation Results 94

3.6.2 Simulation Assumptions & Limitations 94

3.7 Simulation Analysis Criteria 95

3.8 Conclusion 98

4 RESULTS, ANALYSIS AND FINDINGS 99

4.1 Shading Analysis on Colonnade 100

4.1.1 North-South Oriented Street 100

4.1.2 East-West Oriented Street 105

4.1.3 Influence of Colonnade Depth to Height on

Shade Percentage 109

4.1.4 Influence of Street Aspect Ratio on

Shade Percentage 110

4.1.5 Influence of Street Orientation on Shade

Percentage 111

4.1.6 Impact of Current Urban Planning Codes on

Shade Percentage 112

4.1.7 Summary of Colonnade Depth to Colonnade

Height Ratio (Dc/Hc) 114

4.2 Solar Radiation Absorption, ∆𝑇!"#$% (K) 115

4.2.1 Influence of Envelope Ration to the Solar

Radiation Absorption 118

xi

4.2.2 Impact of Current Urban Planning Codes on

Solar Irradiation Absorption 120

4.3 Net Long-Wave Radiation, ∆𝑇!"#$ 121

4.3.1 Influence of Sky View Factor in Heat Release 123

4.4 Air Temperature 125

4.4.1 Envelope Ratio Effect 127

4.5 Summary of Colonnade Depth to Street Width Ratio

(C/W) 129

4.6 Summary 130

5 SUMMARY AND RECOMMENDATION 132

5.1 Review of Thesis Objectives and Research Questions 132

5.2 Thesis Conclusion 134

5.2.1 Colonnade and Shading 135

5.2.2 Colonnade Depth and Envelope Ratio 135

5.2.3 Envelope Ratio and Air Temperature 136

5.2.4 Sky View Factor and Air Temperature 137

5.2.5 Influence of Existing Urban Planning Codes 138

5.3 Envelope Ratio and CTTC 138

5.4 Suggestions for Further Research 139

REFERENCE 140

APPENDIX 150

A Example of CTTC Calculation Spreadsheet 150

A1. Solar radiation absorption, ∆𝑇!"#$% calculation 151

A2. Net long-wave radiation loss, ∆𝑇!"#$ calculation 152

B Conference Paper: Effect of Urban Geometry on Solar Insolation

Threat In JSNAC (Pilot Study) 153

C Conference Poster: Colonnade in Cooling Urban Canopy Layer 154

xii

LIST OF TABLES

TABLE NO. TITLE PAGE

1.1 Summary of previous research related to tropical urban street design, colonnade and urban canopy layer microclimate 7

2.1 Climatic scales in an urban area 17 2.2 Thermal properties of materials 21 2.3 Radiative properties of materials 24 2.4 Effects of urban features to the energy balance 26 2.5 Simulated colonnade effects in canyon streets and closed

courtyards at 15:00, July data, Tel Aviv 45 2.6 Roles and functions of authorities in different level

regarding town and country planning in Malaysia 51 2.7 Town and country planning regulations in Johor Bahru

City Centre 53 2.8 Commercial Projects in Johor Bahru and the Built-up

Geometry Analysis. Average H/W= 0.51 54

2.9 Microclimate of low-rise street canyon 55 3.1 Colonnade depth to height ratio (D/H) and colonnade depth To street width ratio (C/W) 59 3.2 Envelope ratio for the research 62 3.3 Design variables for shading analysis 66

xiii

3.4 The variables and parameters which are included in the

CTTC model 79

3.5 Cluster Thermal Time Constant (CTTC) values 84 3.6 Comparison of sky view factor by using calculation method

and Ecotect simulation 87 3.7 Climatological element and their relation to urban features 88 3.8 Temperature and solar insolation on 18 August 2009 91 3.9 Urban variables and input parameters to the CTTC model 92 3.10 Independent variables, dependent variables and constants

of the CTTC model 94 3.11 Data analysis indicators and their interpretation 96

4.1 Depth of shaded area, x on colonnade ground of east facing

facade (H/W= 0.25, colonnade height = 4m) 110 4.2 Difference between north-south oriented street and east

-west oriented street 112 4.3 Simulated colonnade effect at 14:00, 18 August 127 4.4 Colonnade depths (in meter) in various street aspect ratios 130 4.5 Colonnade depths (in meter) in various colonnade heights 131

xiv

LIST OF FIGURES FIGURE NO. TITLE PAGE 1.1 Sectional diagram of a typical commercial street in

Malaysia 5 1.2 Main variables for heat stress reduction analysis – Street

aspect ratio (H/W) and Colonnade depth to street width ratio (C/W) 11

1.3 Main variables for shading analysis – Colonnade depth

to colonnade height ratio (Dc/Hc) 11 1.4 Requirement of colonnade design chart 12 1.5 The flow of research process and thesis structure 15 2.1 Climatic scales in urban areas: meso, local and

micro-scale 18 2.2 The urban street canyon and the energy balance in

equation 2.1 20 2.3 Sky view factor. Source: Sebastian Wypych 25 2.4 Overhang in a street canyon 34 2.5 Adjustable vertical and horizontal shading device 35 2.6 Building types: (a) pavilions (b) courts 36 2.7 Urban block design using shadow umbrella theory 37 2.8 Self-shading building by Capeluto 38 2.9 Courtyards in various ratios 39 2.10 The relationship between the surface-air temperature

difference (∆T) and the albedo of selected paints and roofing materials facing the sun 42

2.11 Colonnades at both sides of the street 42

xv

2.12 Map of Johor Bahru city 49 2.13 Air Temperature and Solar Radiation of Johor Bahru

on a Typical Clear Day (18 August 2009) 50 2.14 Illustration of shophouse and urban planning codes in

Malaysia 52 3.1 Investigated colonnade depth to its height ratios 61 3.2 Investigated colonnade depth to the street width ratios 62 3.3 The calculation of shadow points on a flat ground given

the azimuth and altitude of the sun 65 3.4 Colonnade shading simulation procedures in Ecotect 68 3.5 Formulated 3D simulation models in Sketchup 69 3.6 Simulated plane line (in orange) representing the 2D

section of the ground for infinite canyon length simulation 70 3.7 Site location and time zone input in Ecotect 71 3.8 Overshadowing percentage simulation under sun-path

diagram window 71 3.9 Shading simulation results 72 3.10 Selection of desired simulation date 73 3.11 Variables in net solar 𝑇!"#$% exchanges 81 3.12 Variables in Partial Shaded Area (PSA) equation 82 3.13 Typical vertical cross-section of a symmetrical urban

street canyon showing open space area external wall area and plot area 83

3.14 Site obstructions projected back onto an imaginary

hemisphere centred at the point of interest 86 3.15 Projected site obstructions shown in a sun-path diagram

centred at the point of interest 86 3.16 Envelope ratio 89 3.17 Overall simulation procedures with design variables and

performance variables 97

xvi

4.1 Shading percentage on colonnade ground for east-facing façade in (a) H/W 0.25, (b) H/W 0.5, (c) H/W 1, (d) H/W 2 streets on 21 June. 101

4.2 Shading type: (a) overhead shading on a colonnade with

D/H 0.5 (colonnade depth = 2m, height = 4m), (b) mutual shading effect on a colonnade with Dc/Hc 0.5, (c) overhead shading on a colonnade with Dc/Hc 0.5 (colonnade depth = 2m, height = 4m) 102

4.3 Shading percentage for west-facing façade in (a) H/W 0.25,

(b) H/W 0.5, (c) H/W 1, (d) H/W 2 streets on 21 June 104 4.4 Shading percentage for north-facing façade in (a) H/W 0.25,

(b) H/W 0.5, (c) H/W 1, (d) H/W 2 streets on 21 June 105 4.5 Monthly shading percentage on colonnade ground of north

facing façade in east-west oriented street in H/W 0.25 street 107 4.6 Shading percentage for south-facing façade in (a) H/W

0.25, (b) H/W 0.5, (c) H/W 1, (d) H/W 2 streets on 21 December 108

4.7 Shading percentage on colonnade ground of (a) D/H 0.5

and (b) D/H 2.5 in various street aspect ratios from 17:30 to 14:00 on 21 June 111

4.8 Overhead shading from 11:00 to 16:00 in various D/H ratios

for north-south oriented street 113 4.9 Overhead shading from 11:00 to 16:00 in various D/H ratios

for east-west oriented street 113 4.10 Simulated solar radiation absorption in various colonnade

depth to street width ratios, in (a) H/W0.25, (b) H/W 0.5, (c) H/W 1, (d) H/W 2 streets on 18 August 115

4.11 The effect of colonnade depth to street width ratio (C/W)

and aspect ratio on absorbed solar radiation (K) on 14:00, 18 August 117

4.12 Envelope ratio of various colonnade depth to street width

ratio (C/W) in low-rise street aspect ratio 118 4.13 Envelope ratio and colonnade effect on solar radiation

absorption at 14:00, 18 August 119 4.14 Current urban planning code (C/W0.15) and the solar

radiation absorption reduction (K) 120

xvii

4.15 Simulated net long-wave radiation on (a) H/W 0.25, (b) H/W 0.5, (c) H/W 1, (d) H/W 2 street by various SVF 121

4.16 Sky view factor of various colonnade depth to street

width ratio (C/W) in low-rise street aspect ratio 123 4.17 Effect of SVF in net long-wave radiation loss in (a) 15:00,

(b) 20:00 124 4.18 Simulated air temperature by various colonnade depth to

street width ratio in (a) H/W 0.25, (b) H/W 0.5, (c) H/W 1, (d) H/W 2 streets on 18 August 125

4.19 Simulated air temperature reduction (K) 128 5.1 Colonnade depth and various variables 134 5.2 Simulated air temperature rise by colonnade depth in

various street aspect ratio 137

xviii

LIST OF ABBREVIATIONS

2D - Two-dimensional

3D - Three-dimensional

CBD - Central business district

CFD - Computational fluid dynamic

CTTC - Cluster Thermal Time Constant

DEM - Digital elevation model

E - East

GIS - Geographic information system

H/W - Aspect ratio

HSA - Horizontal shading angle

N - North

NE - North-east

NLWR Net long-wave radiation loss

NW - North-west

PET - Physiological Equivalent Temperature

RH - Relative humidity

RMT - Radiant mean temperature

S - South

SE - South-east

SVF - Sky view factor

SW - South-west

UCL - Urban canopy layer

UHI - Urban heat island

VSA - Vertical shading angle

W - West

xix

LIST OF SYMBOLS

∝ - Reflectivity of short-wave radiation

𝛼 - Albedo

𝛽! - Sun altitude angle (°) at time 𝑡

Br - Brunt number

C - Heat capacity (J m-3 K-1 x 106)

C/W - Colonnade depth to street width ratio

D - Diffuse-beam radiation (W/m2)

D - Depth of building (m)

Dc/Hc - Colonnade depth to colonnade height ratio

dx - Offset from the shading point

dy - The depth of the shade

𝑒! - Solar azimuth angle (°) measured from the south, at

time 𝑡

𝜀 - Emissivity for long-wave radiation at the surface

FA - Plan area of building roofs in cluster (m2)

GA - Ground area (m2)

h - Overall heat transfer coefficient at surface (W/m2 K)

H - Building height

h roof - Overall heat transfer coefficient at roof surface (W/m2

K)

𝐼!"#$%#  !"#(𝑡) - Solar radiation intensity on rooftop (W/m2)

𝐼! - Solar radiation intensity on the ground (W/m2)

𝐼!"# - The total absorbed solar irradiation on surface (W/m2)

𝐼!"#$ - Net long wave radiation loss from an unobstructed

xx

black surface

𝐼𝑣! - Solar radiation intensity on the sunny part of the ith

wall (W/m2)

K - Temperature degree Kelvin

k - Thermal conductivity (W m-1 K-1)

𝐾 ∗ - Incoming short-wave radiation (W/m2)

𝐾 ↑ - Reflected radiation (W/m2)

𝐾 ↓ - Incoming global radiation (W/m2)

𝐿 ∗ - Incoming long-wave radiation (W/m2)

𝐿 ↑ - Outgoing long-wave radiation (W/m2)

𝐿 ↓ - Incoming long-wave radiation (W/m2)

m - Surface solar radiation absorptivity

mg - Ground surface solar radiation absorptivity

mH - Wall surface solar radiation absorptivity

𝜎 - Stefan-Boltzmann constant

PSA! - Walls’ partial shaded areas on the ground

PSA - Partial shaded area

𝜌 - Density (in kg m-3 x 103)

∆𝑄! - Net advection through the sides of the volume

∆𝑄! - Net heat storage

𝑄! - Latent heat

𝑄! - Anthropogenic heat

𝑄! - Sensible heat

S - Direct-beam radiation (W/m2)

S - Total investigated area (m2)

SVF roof - Sky view factor of the roof surfaces

t - Time (h)

t min - Minimum value a time t

𝑇! - Base temperature (°C)

𝑇! - Air temperature variation (K)

𝑇!"# - Ambient air temperature (K)

𝑇!"#$ - Contribution of net long-wave radiation exchange to air

temperature (K)

xxi

𝑇!"#$% - Contribution of solar radiation absorption to air

temperature (K)

Ts - Temperature of the surface

𝑢 - mean wind speed (m/s)

𝜇 - Thermal admittance (J m-2 S-1/2 K-1)

V - Envelope ratio

V - Envelope ratio

WA - Wall area (m2)

X! - Shaded strip width (m) at time 𝑡

λ - Time (h) of indexing

CHAPTER 1

GENERAL INTRODUCTION

1.1 Introduction

Optimization can be done in our existing urban design to unleash the fullest

potential. Evaluation on the current urban planning regulations and a profound

understanding on climate-sensitive design theories will lead to a revisit on the

common practices of urban planning and design.

One of the possible potential in Malaysian context, is the use of colonnade

(commonly known as five-foot-way locally) to reduce the thermal heat stress in the

urban canopy layer. Colonnade has been a part of the shophouse design regulations

to provide overhead rain shelter and for sun shading in the commercial street since

1822, by Sir Stamford Raffles (Governor of Singapore). It was set to be 7.5 feet

(2.25 m) minimum in depth.

The street’s size and geometry are governed by a set of urban planning codes

(refer chapter 2.5.1 for detailed descriptions). Among all these constraints,

colonnade depth has the potential to be explored to achieve urban cooling effect.

2

There are a few infant theories explaining this phenomenon and they point to

a promising environmental advantage of such design element to the canyon street

microclimate. Hanna Swaid (1993) confirmed the use of colonnade would offer

reduced heat stress round the clock. Johansson (2006) found out that colonnades

provide more efficient shading than trees. Ali-Toudert’s (2007) research observed

shorter period of high streets in the street which was caused by the colonnade. B

Taylor (2008) explained the role of colonnade in minimizing diffuse as well as direct

solar gain. It was further affirmed that the colonnade makes maximum use of shaded

thermal mass which is able to reduce the radiant temperature field to below the air

temperature.

In another finding, Shashua-bar (2006) suggested that the cooling effect is

proportionate to the envelope ratio (ratio of ground area to total surface area in the

site, ( !"#$%&  !"#$!"#$%&  !"#$!!"##  !"#$

) (refer figure 3.16 for illustration). The depth of the five-

foot-way will add the total wall area in the envelope. Therefore, as a rule of thumb,

in the street envelope area, the more wall area added, the more cooling effect it will

bring to the urban canopy layer.

Malaysia, an under developing nation, is experiencing rapid urbanization as

well. In accommodating the growth, the solution is by increasing row houses or

structures to accommodate the growth. Developments of new dwelling areas are

always accompanied by paved surfaces, parking lots, roofs and wall surfaces and etc.

Construction materials like tarmac, concrete and steel are large heat storage in the

urban, which absorb heat in the morning and radiate into the surrounding at night. It

is predicted to cause 10oC or more temperature rise in city centers than suburban

green areas (Ahmed, 2003).

Drainage and Irrigation Department (2000) carried out the rainfall analysis

for Kuala Lumpur after the CBD was observed and reported to be too hot in the

3

daytime hours. It was found that the increasing trend in flash floods was related to

the increased frequencies of extreme rainfall events and increased total annual

rainfalls.

Most developing nations and cities are located in the tropical region. These

nations are experiencing unprecedented rate of growth. There are influxes of

population into the urban areas in seeking of opportunities. In year 2000, the

proportion of the world’s population living in the tropical climate zone was

estimated at about 40% (Landsberg, 1984). World Bank (2002) projected the urban

population in the developing world is expected to increase by about 25–45% except

in Latin America and the Caribbean where the urban population already exceeds

70%) from 1990 to 2020. By 2020, the urban population is expected to be greater

than the rural population in all parts of the world.

Construction is unavoidable in solving the constant increase of population. In

the world most populated nation, China, the housing sector accounted for 40% of

global new building volume in year 2007 (Fernandez, 2007).

Urban areas act as climate modifiers. Climate elements, such as solar

radiation, air temperature, humidity and wind are affected by the urban fabric. These

caused the nocturnal urban-rural temperature differences of 6°C or more in the

centres of major cities (Oke, 1987). The average diurnal temperature rise due to

urbanization is projected to be greater than the estimated 1–3.5°C rise in temperature

due to global climate change over the next 100 years (IPCC, 2001).

Physical environmental issues are also reported as the results of rapid

urbanization. These include air (air pollution), water (floods and storms) and climate

quality (heat waves) (Campbell-Lendrum and Corvalan, 2007).

4

Plagued by financial resources, political will and professional input, rapid

urbanization in developing countries is often negative. It causes poor housing

conditions, poverty, environmental problems, health problems and social issues.

Thus, there is an urge for the urban built-environment planning approaches

which ameliorate the urban climate change. Researchers and urban planners should

therefore take up the challenge to offer their expertise, to help ensure the life quality

of the urban dwellers.

According to Emmanuel (2006), the current trend of emphasis for urban heat

island mitigation has been on ventilation. In his suggestion, the basis for possible

mitigatory approach in tropical cities lies in the provision of urban shade by utilizing

buit-up areas. Not only shade offers further enhancement to the ventilation

mitigation approach, the happy by-product of shade by utilizing urban geometry

approach is the possibility of accommodating very hight density urban living.

1.2 The Problem Statement

The current urban street geometry is mostly governed by various urban

design and planning codes, manuals and standards. The shophouse buildings, which

flank a commercial street, are of low-rise planning. Often, they are not more than 4

stories high. There is no front set back. The building height is controlled according

to council’s plot ratio, but is always built on the development needs. The street width

is planned to accommodate the driveway, parking lots and sometimes landscape

features, which made it between 15 m to 25m. The backlane, if built in minimum

distance, is only 6 m apart (refer table 2.7 for the regulations and codes).

5

When translated to the urban climatic design terms, the current urban design

and planning codes will give a shallow canyon to the entire fabric. There is also no

street orientation consideration as well.

Thus, despite a set of constrained planning rules on the street width and

building height, the most possible variable to be adjusted and utilized is the

colonnade depth. Hence, the focus of this study is to find out the influence of

colonnade depth to the overall microclimate of the urban canopy layer.

Figure 1.1 : Sectional diagram of a typical commercial street in Malaysia

1.3 Research Hypothesis

The hypothesis of this study is that an optimum depth of a colonnade will

achieve the following:

i. Provide adequate shade as an overhead shading shelter.

ii. Reduction of the thermal heat stress of the street.

iii. Thus, creating cooling effect to the street canopy layer.

6

1.4 Research Questions

The following questions will be addressed in this thesis:-

i. What is the depth of the colonnade to provide adequate overhead shading

in different street aspect ratio and orientation?

ii. What is the influence of colonnade depth to the envelope ratio?

iii. What is the influence of envelope ratio in reducing solar radiation

absorption?

iv. What is the influence of colonnade depth in SVF and heat release?

v. Does existing colonnade requirement favour or hinder climate-conscious

urban design?

1.5 Research Gap

Previous reseaches on street design and colonnade were reviewed in order to

get a clear understanding of the shading and thermal heat stress reduction knowledge

and identify the areas which had not been covered in the past. It reviewed that

research on tropical urban street design had been focusing mainly on: solar shading

strategies on urban canopy street, thermal balance and microclimate in urban canopy

layer, and human comfort and perception.

7

Some researches were done in temperate climate and were in the summer

period. They covered both shallow and deep canyon street strategies. Thus, literature

materials can be extracted to review the microclimate on low-rise street canyon.

There are research on the influence and impact of colonnade, but they are

limited to only conventional depth / width. Hence, exploration into various depths

can be carried out.

Table 1.1 : Summary of previous research related to tropical urban street design,

colonnade and urban canopy layer microclimate

Research M

ethodology

Clim

ate

Design Variables Performance Variables H

/W – Shallow

Canyon

H/W

– Deep C

anyon

Orientation

SVF

Envelope R

atio

Colonnade D

epth

Projection Ratio*

Shade

Direct Solar R

adiation

Diffuse Solar R

adiation

Tem

perature

Hum

an Com

fort (PET

)

Morad (1979)

S T √ √ √ √ √ √

H Swaid (1992)

S T √ √ √ √ √ √

H Swaid (1993)

S T √ √ √ √ L √

E Johansson (2006)

S HH √ √ √ L √ √

Shashua Bar (2006)

S T √ √ √ √ L √

R Emannuel (2007)

S HH √ √ √ √ √ √

Ali Toudert (2007)

S HA √ √ √ L √ √

B. Taylor (2008)

S T L √

Present Study (2011)

S HH √ √ √ √ √ √ √ √

* Projection ratio of shading device, adjustable louvers or any kind of overhang

HA Hot Arid HH Hot Humid L Limited depth S Simulation T Temperate

8

1.6 Research Objectives

The main purpose of this study is to study the potential use of colonnade

depth in current shophouse design to lower the overall air temperature in the urban

street microclimate. Other fundamental climatic criterions of the colonnade design

must be fulfilled for hot and humid climate context: overhead shading and provide

enough space as a pedestrian thoroughfare in the urban. It is envisioned that the next

generations of shophouse façade design will be revolutionized. It not just merely

fulfils the basic urban planning and design codes, but incorporates climate-sensitive

principles.

In achieving the above goals, a few objectives are derived.

i. To define the colonnade and street design in Malaysia urban by looking

into the urban planning codes.

ii. To evaluate the climatic impacts of colonnade in current shophouse and

street design in terms of the shade percentage in the colonnade and

contribution to the urban street air temperature.

iii. To determine the depth of the colonnade based on the performance of

shading and street cooling effect.

iv. To determine the influence of aspect ratio (building height to street width

ratio) on the shade and cooling performance of the colonnade.

9

1.7 Scope and Limitations

The study and analysis of the research are limited by the microclimate

evaluation model used. The overall microclimate evaluation concept is built upon the

Cluster Thermal Time Constant model. It is a simple evaluation calculation model to

calculate the air temperature in the urban canopy layer. Envelope Ratio concept is a

further development of CTTC model, which quantifies that the ratio of the ground

surfaces to the overall street envelope surfaces main influence to the heat gain of the

canopy layer. It is, however, limited to the calculation of a symmetrical street.

Further, Ecotect building simulation software is used to run the shading analysis and

solar insolation on facades.

This research concentrates on how colonnade depth impacts the thermal heat

stress in the urban microclimate. The scopes of the research are discussed as

follows:-

(i) The configurations of the colonnade and street will be formulated to

represent the low rise aspect ratio found in Malaysia cities. The street

canyons are made up with aspect ratio of 0.25, 0.50, 1, 2, for both north-

south and east-west oriented street. Street canyons are treated as terraced

building in infinity length. Back lane is not considered. Only street front

with colonnade is considered.

(ii) The study is limited to hot humid climate. Johor Bahru climate data is

selected as input such as base temperature and solar radiation. Data were

obtained from Senai Airport station.

(iii) Dry or wet season is not important in this research. Ground cover and

wall materials are set constant throughout the simulations.

10

(iv) Shading analyses are done on the colonnade facing cardinal directions.

For east and west facing facades, solar angles of 21 June are used.

Whereas for north and south facing facades, solar angles of extreme cases

during summer and winter solstices.

(v) The thermal heat reduction analysis is limited to the microclimate at

street level, i.e. the urban canopy layer, roughly the space between the

ground and the roof tops.

(vi) The main variable in the colonnade is the colonnade depth, which will

influence also the envelope ratio of the street.

(vii) Thermal heat stress reduction will be analysed through absorbed solar

irradiation and net long-wave release on the envelope surfaces. Only

direct beam solar radiation is considered. Anthropogenic heat and all

other types of heat are not considered.

(viii) Solar radiation absorption simulation is based on data on 18 August,

which represents a typical fine and clear day which shows high and

consistent solar radiation through the day. Time period of simulation is

based on the local standard time. Simulated hours will start from 07:00 to

23:00. Diurnal effect applies from 07:00 to 20:00 when the canyon

receives solar radiation. Nocturnal effect applies from 21:00 to 23:00.

11

Figure 1.2 : Main variables for heat stress reduction analysis – Street aspect ratio

(H/W) and Colonnade depth to street width ratio (C/W)

Figure 1.3 : Main variables for shading analysis – Colonnade depth to colonnade

height ratio (Dc/Hc)

12

1.8 Importance of The Research

This research aims to study a possible optimization of existing colonnade to

reduce heat stress in the street canyon. The outcome will be helpful in reducing the

heat island effect and to enhance the usability of the urban outdoor spaces.

The basic function of a colonnade, which is as an overhead shading shelter

(shading between 11:00 to 16:00), will be evaluated. Further, the depth of the

colonnade and its climatic influence will be studied. To the occupants, reduce in

thermal heat stress would mean reduce in cooling load of buildings. So,

improvements on urban microclimate would lead to energy savings. To the

developers and architects, this study opens up new possibilities in architectural

facade design and colonnade design with consideration of climatic design principles.

Figure 1.4 : Requirement of colonnade design chart

Requirement of Colonnade Design

Overhead Shading

shade from 11:00 to 16:00

Pedestrian Thoroughfare

minimum depth of 2.25m

Reducing Heat Stress

Envelope Ratio

13

1.9 Thesis Organization

This thesis report is structured into five chapters as summarized below.

Chapter one is the introductory of this thesis. It tells the background of this

research, the main issues, proposed hypothesis of the study, research questions and

the objectives of the research. Further, research gap, scope and limitations of the

study are further highlighted. The overall thesis structure is presented at the end of

the chapter.

Chapter two reviews the energy balance within the urban canopy layer and

especially the low-rise street canyon. Strategies in improving the urban

microclimate are discussed. The rationale of colonnade design is presented. Johor

Bahru is taken as the study area for this research. A few shophouse developments are

chosen as samples to evaluate the street aspect ratios (as results of existing planning

rules) and colonnades.

Chapter three discusses the methodology implemented in this research.

Available urban canopy layer microclimate evaluation models are reviewed

Experimental needs are determined and appropriate model is then formulated, which

are based on the CTTC (Cluster Thermal Time Constant) mathematical calculation

and Envelope Ratio concept. Further, the mathematical simulation procedure,

assumptions and limitations are described. Validation is done by using Ecotect

simulation software. Finally, the data analysis criterions are discussed, which is used

to analyse the results of the experiment.

Chapter four presents the results and analysis of shading, absorbed solar

radiation, net long-wave radiation loss and cooling effect for the simulated models.

14

The role of urban planning codes is also discussed. The results of the simulations are

analysed based on the following principles:

a. Colonnade depth and shade.

b. Influence of colonnade depth on envelope ratio.

c. Impact of sky view factor on shading on radiation loss.

d. Impact of envelope ratio on canyon cooling effect.

e. Assess the relationship between aspect ratio, orientation and envelope

ratio.

Chapter five sums up the overall thesis, through reviews of the thesis

objectives and research questions. It is followed by the conclusion remarks of the

major findings of the experiment. Envelope Ratio concept and CTTC are reviewed

as well. Finally, other possible areas to be further studied are suggested.

15

Figure 1.5 : The flow of research process and thesis structure

Issues and Problems

Literature Review

Urban Planning Codes, Colonnades and Low-rise

Street Canyon Microclimate

Chapter 2

Methodology (Shading and air

temperature simulations)

Chapter 3

Results and Analysis

Chapter 4

Conclusion

Chapter 5

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