portfolio for intership
description
Transcript of portfolio for intership
PORTFOLIOYUJIE ZHU (JUNE)
THE UNIVERSITY OF SHEFFIELD (MA)
TONJI UNIVERSITY (BA)
CONTENTS
01 URBAN ECOLOGICAL PLANNING
02 ECOLOGICAL CIRCULATION DESIGN
03 RIVER YU WETLAND PLANNING AND DESIGN
04 ARTS TOWER COURTYARD PLANTING DESIGN
05 ECOLOGICAL DESIGN AND MANAGEMENT
06 CLASSICAL GARDEN ANALYSIS
07 CLASSICAL GARDEN DESIGN
08 URBAN GARDEN DESIGN
09 MATOU MOUNTAIN PLANNING
10 COURTYARD COUNSRUCTION DESIGN
11 STRUCTURE ANALYSISI
CONTENTS
01 URBAN ECOLOGICAL PLANNING
02 ECOLOGICAL CIRCULATION DESIGN
03 RIVER YU WETLAND PLANNING AND DESIGN
04 ARTS TOWER COURTYARD PLANTING DESIGN
05 ECOLOGICAL DESIGN AND MANAGEMENT
06 CLASSICAL GARDEN ANALYSIS
07 CLASSICAL GARDEN DESIGN
08 URBAN GARDEN DESIGN
09 MATOU MOUNTAIN PLANNING
10 COURTYARD COUNSRUCTION DESIGN
11 STRUCTURE ANALYSISI
250
0
winter shadow analysis——comfortable
virescence zone(uncomfortable zone optimizing)
summer shadow analysis——uncomfortable
900+
630
winter radiation analysis——comfortable
77700
21000-
summer radiation analysis——uncomfortable
400000+
292000
summer wind rate field
summer wind rate vectogram
s u m m e r l o w w i n d r a t e (<1.5m/s)——uncomfortable
vortex flow area——uncomfortable
summer wind rate vectogram
velocity, m/s4.1000003.5875003.0750002.5625002.0500001.5375001.0250000.5125005.30E-15
vortex flow
velocity, m/s4.1000003.5875003.0750002.5625002.0500001.5375001.0250000.5125005.30E-15
The summer wind takes the main position for analysis, while the winter wind follows. Then the principles for green space location are following the summer wind to fresh air and preventing the winter wind to keep warm.
wind analysis——by phoenics
MAJOR
MINOR
velocity, m/s7.0006.1255.2504.3753.5002.6251.7500.8750.000
velocity, m/s
winter wind rate field
winter wind rate vectogram
principle:uncomfortable zone:winter high wind rate (>4.5m/s)
principle:uncomfortable zone:vortex flow area
7.0006.1255.2504.3753.5002.6251.7500.8750.000
radiation & shadow analysis——by eco-tect
URBAN ECOLOGICAL PLAN-NING
01
250
0
winter shadow analysis——comfortable
virescence zone(uncomfortable zone optimizing)
summer shadow analysis——uncomfortable
900+
630
winter radiation analysis——comfortable
77700
21000-
summer radiation analysis——uncomfortable
400000+
292000
summer wind rate field
summer wind rate vectogram
s u m m e r l o w w i n d r a t e (<1.5m/s)——uncomfortable
vortex flow area——uncomfortable
summer wind rate vectogram
velocity, m/s4.1000003.5875003.0750002.5625002.0500001.5375001.0250000.5125005.30E-15
vortex flow
velocity, m/s4.1000003.5875003.0750002.5625002.0500001.5375001.0250000.5125005.30E-15
The summer wind takes the main position for analysis, while the winter wind follows. Then the principles for green space location are following the summer wind to fresh air and preventing the winter wind to keep warm.
wind analysis——by phoenics
MAJOR
MINOR
velocity, m/s7.0006.1255.2504.3753.5002.6251.7500.8750.000
velocity, m/s
winter wind rate field
winter wind rate vectogram
principle:uncomfortable zone:winter high wind rate (>4.5m/s)
principle:uncomfortable zone:vortex flow area
7.0006.1255.2504.3753.5002.6251.7500.8750.000
radiation & shadow analysis——by eco-tect
URBAN ECOLOGICAL PLAN-NING
01
heat island effect pattern1——green space2——main influent area (ecologic radius)3——low influent area (service radius)
1
2
3 2πL(t -t ) t -t
Q= = ∑1/λ ln r /r ∑b /(λ A )
1 n+1 1 n+1
i i+1 i
n
i=1
n
i=1
1 & 2 (R2) green space site (R2)
(R0=R1*R1/R2)
t+△t t t-△t
n
Q
dA
t1
t2t1 < t2
isothermal level
take power away
heat island analysis
green space patch top dots lenghth limit growing ...
route network
road classification road buffer
road net corridors
buffer belt principles:road class 1 2 3buffer wide 9 5 3 (unite: m)
green space ecological planning
result of STEP 1——green space patch planning
reflect the straight-line corridors to the route network
heat island effect pattern1——green space2——main influent area (ecologic radius)3——low influent area (service radius)
1
2
3 2πL(t -t ) t -t
Q= = ∑1/λ ln r /r ∑b /(λ A )
1 n+1 1 n+1
i i+1 i
n
i=1
n
i=1
1 & 2 (R2) green space site (R2)
(R0=R1*R1/R2)
t+△t t t-△t
n
Q
dA
t1
t2t1 < t2
isothermal level
take power away
heat island analysis
green space patch top dots lenghth limit growing ...
route network
road classification road buffer
road net corridors
buffer belt principles:road class 1 2 3buffer wide 9 5 3 (unite: m)
green space ecological planning
result of STEP 1——green space patch planning
reflect the straight-line corridors to the route network
N
LOW IMPACT DEVELOPMENT OF WATER CIRCULATIONLow-impact development relies on site planning tools and site-levelmanagement techniques to maintain the predevelopment time ofconcentration.It requires :Reduce/minimize imperviousness to reduce runoff. Narrower driveways and roads. Disconnect unavoidable impervious surfaces.Maximizing tree preservation or forestation. Maintain time of concentration (Tc). Open drainage swales.
recreation
pass by shopping
business
recreationpass bybusinessshopping
assemble point1st current2nd current3rd current4th current5th current
people stream ananlysispeople stream ananlysis
ECOLOGICAL CIRCULA-TION DESIGN
02
N
LOW IMPACT DEVELOPMENT OF WATER CIRCULATIONLow-impact development relies on site planning tools and site-levelmanagement techniques to maintain the predevelopment time ofconcentration.It requires :Reduce/minimize imperviousness to reduce runoff. Narrower driveways and roads. Disconnect unavoidable impervious surfaces.Maximizing tree preservation or forestation. Maintain time of concentration (Tc). Open drainage swales.
recreation
pass by shopping
business
recreationpass bybusinessshopping
assemble point1st current2nd current3rd current4th current5th current
people stream ananlysispeople stream ananlysis
ECOLOGICAL CIRCULA-TION DESIGN
02
WIND & SHADOW REFLECTION
CORRIDOR ORIENTATION
The direction of corridors and current is determined by it of the wind for it is better to bring into correzspondence with the latter for quantities of effects.
tree
wet land
grass
water
public facilities
LANDSCAPE ELEMENTS STRUCTURE
WIND & SHADOW REFLECTION
CORRIDOR ORIENTATION
The direction of corridors and current is determined by it of the wind for it is better to bring into correzspondence with the latter for quantities of effects.
tree
wet land
grass
water
public facilities
LANDSCAPE ELEMENTS STRUCTURE
WATER CIRCULATION SYSTEM
higer roof cathment area
lower roof cathcment area
1.2 mitter higher than the surface
the surface
ground floor & earth
vertical opening canal
vertical closed conduit
vertical opening canal
vertical opening canal
pervious controledextrange
pervious
horizontal closed conduit
surface runoff
connect & rhythm
grade elimination
connect & rhythm
nature & plants
WATER FLOW ANALASYS
PERVIOUSNESS ANALASYS
roof catchment area
vertical opening canal
wet land
horizontal opening canal
water surface area
horizontal closed conduit
horizontal closed conduit
pervious area
impervious area
necessary impervious area divided by pervious area
WATER CIRCULATION SYSTEM
higer roof cathment area
lower roof cathcment area
1.2 mitter higher than the surface
the surface
ground floor & earth
vertical opening canal
vertical closed conduit
vertical opening canal
vertical opening canal
pervious controledextrange
pervious
horizontal closed conduit
surface runoff
connect & rhythm
grade elimination
connect & rhythm
nature & plants
WATER FLOW ANALASYS
PERVIOUSNESS ANALASYS
roof catchment area
vertical opening canal
wet land
horizontal opening canal
water surface area
horizontal closed conduit
horizontal closed conduit
pervious area
impervious area
necessary impervious area divided by pervious area
ROOF PLAN VERTICAL CIRCULATION ANA LYSIS
pervious area
VERTICAL CANNAL & BIROETENTION AREA & PERVIOUSNESS ANALYSIS
pervious area
roof catchment area
vertical opening canal
horizontal opening canal
horizontal closed conduit
roof catchment area
vertical closed canal
roof catchment area
BIORETENTION AREA
WATER STRIPS
INFILTRATION TRENCHES
LEVEL SPREADERS
SECTION A
SECTION B
SECTION C
SECTION D
SECTION E
SECTION A
SCHEMATIC DIAGRAM
each section with several water circulation theories
ROOF PLAN VERTICAL CIRCULATION ANA LYSIS
pervious area
VERTICAL CANNAL & BIROETENTION AREA & PERVIOUSNESS ANALYSIS
pervious area
roof catchment area
vertical opening canal
horizontal opening canal
horizontal closed conduit
roof catchment area
vertical closed canal
roof catchment area
BIORETENTION AREA
WATER STRIPS
INFILTRATION TRENCHES
LEVEL SPREADERS
SECTION A
SECTION B
SECTION C
SECTION D
SECTION E
SECTION A
SCHEMATIC DIAGRAM
each section with several water circulation theories
1 1
sheetflow
overflow outlettop of vegetated bermgrading limit
limit of disturbance
bioretention limit area
grass filter strip shrub tree
BIORETENTION AREAbioretention is a pactice to manage and teat stormwater runoff by using a conditioned plating soil bed and palting materials to filter runoff stored within a shallow depression.
1-1 section
near sidewalls
sheet flow
grass filterstabilization
ground cover or mulch layer
slope
plantiongsoil
AA
BB
CC
DD
A-A section
B-B section
C-C section
D-D section SECTION B
ECOLOGICAL CIRCULATION DESIGN 1-10
1 1
sheetflow
overflow outlettop of vegetated bermgrading limit
limit of disturbance
bioretention limit area
grass filter strip shrub tree
BIORETENTION AREAbioretention is a pactice to manage and teat stormwater runoff by using a conditioned plating soil bed and palting materials to filter runoff stored within a shallow depression.
1-1 section
near sidewalls
sheet flow
grass filterstabilization
ground cover or mulch layer
slope
plantiongsoil
AA
BB
CC
DD
A-A section
B-B section
C-C section
D-D section SECTION B
ECOLOGICAL CIRCULATION DESIGN 1-10
details
SECTION C
SECTION C SECTION D
LEVEL SPREADERS
Level spreaders can be used to convey sheet flow runoff from lawn areas within graded areas to bioretention facilities and transition areas. While, they can also be used to deliver runoff from parking lots and other impervious areas to infiltration area.
sheet flow
WATER STRIPS
tree irrigation
sheet flowstop gap
hardstanding slopehardstanding & water trench
CROSS SECTION 1-1
CROSS SECTION
DETAILS
1 1
details
SECTION C
SECTION C SECTION D
LEVEL SPREADERS
Level spreaders can be used to convey sheet flow runoff from lawn areas within graded areas to bioretention facilities and transition areas. While, they can also be used to deliver runoff from parking lots and other impervious areas to infiltration area.
sheet flow
WATER STRIPS
tree irrigation
sheet flowstop gap
hardstanding slopehardstanding & water trench
CROSS SECTION 1-1
CROSS SECTION
DETAILS
1 1
flow direction
underground space analysis
shops shops
subway exit
corridor
corridor
corridorwater trench
boundary
boundary
boundary
SECTION D
SECTION C SECTION Dsite analysis for the wind directions by PHONICS
glass bottom cistern
nature wind (hot)
wind cooling process
heat
fresh air
air exchange
cool wind ofground layer
WIND USING
WATER STRIPS
F o l l o w t h e a s p e c t o f w i n d corridors to bring heat more efficiently, while form the visible landscape.The underground corr idor could be drafty without the direct sunlight.It speeds up air flow via the direction and method of entrances ,exits and gaps. However, the circulation between cool wind at ground layer and hot wind at upper layer products fresh air as well as decreases temperature of the earth's surface.
flow direction
underground space analysis
shops shops
subway exit
corridor
corridor
corridorwater trench
boundary
boundary
boundary
SECTION D
SECTION C SECTION Dsite analysis for the wind directions by PHONICS
glass bottom cistern
nature wind (hot)
wind cooling process
heat
fresh air
air exchange
cool wind ofground layer
WIND USING
WATER STRIPS
F o l l o w t h e a s p e c t o f w i n d corridors to bring heat more efficiently, while form the visible landscape.The underground corr idor could be drafty without the direct sunlight.It speeds up air flow via the direction and method of entrances ,exits and gaps. However, the circulation between cool wind at ground layer and hot wind at upper layer products fresh air as well as decreases temperature of the earth's surface.
PLAN
INFILTRATION TRENCHES & LEVEL SPREADERS
CROSS SECTION ANALYSIS
mild slope < 2% mild slope < 2%
filter fabric
infiltration
pipe
inflow
outflowgrass filter trench
mild slope
inflow
riprap
pretreatment(forebay)
check dam
underdraing r a v e l i n l e t trench
inflow
A-A SECTION
Level spreaders can be used to convey sheet flow runoff from lawn areas within graded areas to bioretention facilities and transition areas. While, they can also be used to deliver runoff from parking lots and other impervious areas to infiltration area.
Stomwater runoff is diverted ino the trench and is stored until it can be infiltrated into the soil, usually over a period of several days.
LEVEL SPREADERS
LEVEL SPREADERS ANALYSIS
INFILTRATION TRENCHES ANALYSIS
INFILTRATION TRENCHES
SECTION E
PLAN
INFILTRATION TRENCHES & LEVEL SPREADERS
CROSS SECTION ANALYSIS
mild slope < 2% mild slope < 2%
filter fabric
infiltration
pipe
inflow
outflowgrass filter trench
mild slope
inflow
riprap
pretreatment(forebay)
check dam
underdraing r a v e l i n l e t trench
inflow
A-A SECTION
Level spreaders can be used to convey sheet flow runoff from lawn areas within graded areas to bioretention facilities and transition areas. While, they can also be used to deliver runoff from parking lots and other impervious areas to infiltration area.
Stomwater runoff is diverted ino the trench and is stored until it can be infiltrated into the soil, usually over a period of several days.
LEVEL SPREADERS
LEVEL SPREADERS ANALYSIS
INFILTRATION TRENCHES ANALYSIS
INFILTRATION TRENCHES
SECTION E
05 10 20 50
N
红线
上游红线
周边道路
胶济铁路
水系
密林
疏林
灌木
水生植物
茶亭
观鸟处
出入口
一级交通
二级交通
三级交通
等高线
鸟类保育中心
科普教育带
森林体验带
茶亭
观鸟建筑观鸟架空阁楼
观鸟沟渠
亲鸟林地步道
厕所服务半径分析图
服务半径 350m厕所
水系
环卫设施服务半径涵盖设计
中所有的人类可达之处。
服务半径 70m环卫设施水系
环卫设施半径图
基地红线
原基地红线
水系边界线
水系
基地红线
原基地红线
水系边界线
水系
1:5000
基地红线
原基地红线
现状道路
铁路
机动车道(电瓶车、消防)
自行车道(含水上车道)
游步道(含水上步道)
水上交通
红线内保留建筑
停车场
自行车停车场
自行车租赁点
电瓶车停放点
公交站点
入口
calculation of the amount of water
input (pit water + rainfall ) = output (downstream output + permeat + evaporation)
annual water supply = 328,500 M3total precipitation = 639,093 M3total input = 967,593+0.0996S(land)
output = 19,271,876 + 0.0841S(land)
Based on the caculation, it is shown that the water suppling from ground is not abundent enough, which should be increased in the design. That is, the design for drainage system should be extended outside of the boundary of the site, and the acreage should be no less than 18,304,283 M2.
River Yu Wetland PLANNING AND Design
03
05 10 20 50
N
红线
上游红线
周边道路
胶济铁路
水系
密林
疏林
灌木
水生植物
茶亭
观鸟处
出入口
一级交通
二级交通
三级交通
等高线
鸟类保育中心
科普教育带
森林体验带
茶亭
观鸟建筑观鸟架空阁楼
观鸟沟渠
亲鸟林地步道
厕所服务半径分析图
服务半径 350m厕所
水系
环卫设施服务半径涵盖设计
中所有的人类可达之处。
服务半径 70m环卫设施水系
环卫设施半径图
基地红线
原基地红线
水系边界线
水系
基地红线
原基地红线
水系边界线
水系
1:5000
基地红线
原基地红线
现状道路
铁路
机动车道(电瓶车、消防)
自行车道(含水上车道)
游步道(含水上步道)
水上交通
红线内保留建筑
停车场
自行车停车场
自行车租赁点
电瓶车停放点
公交站点
入口
calculation of the amount of water
input (pit water + rainfall ) = output (downstream output + permeat + evaporation)
annual water supply = 328,500 M3total precipitation = 639,093 M3total input = 967,593+0.0996S(land)
output = 19,271,876 + 0.0841S(land)
Based on the caculation, it is shown that the water suppling from ground is not abundent enough, which should be increased in the design. That is, the design for drainage system should be extended outside of the boundary of the site, and the acreage should be no less than 18,304,283 M2.
River Yu Wetland PLANNING AND Design
03
二层平面图
0 1 2 4 10
N
1:300
A
A
1
1
3
2
3
2
5
4
5
4
一层平面图
0 1 2 4 10
N
1:300
A
A
E
E
B
B
C
C
D
D
综合观鸟区
综合观鸟区
直接观鸟区(可借助器械)
直接观鸟区(可借助器械)
间接观鸟区(借助器械 &科教)
沙龙
盥洗区
管理区
A
B
基地与鸟类觅食生境关系图
基地
主要朝向
视线
鸟类觅食生境
一层分布 二层分布
二层平面图
0 1 2 4 10
N
1:300
A
A
1
1
3
2
3
2
5
4
5
4
一层平面图
0 1 2 4 10
N
1:300
A
A
E
E
B
B
C
C
D
D
综合观鸟区
综合观鸟区
直接观鸟区(可借助器械)
直接观鸟区(可借助器械)
间接观鸟区(借助器械 &科教)
沙龙
盥洗区
管理区
A
B
基地与鸟类觅食生境关系图
基地
主要朝向
视线
鸟类觅食生境
一层分布 二层分布
ARTS TOWER COURTYARD PLANTING DESIGN04
ARTS TOWER COURTYARD PLANTING DESIGN04
Masterplan 1:3000
INTRODUCTION
The ecological design and management was paid much attention to habitat and water management.
dry woodland
carr
scrub
dry meadow
marginal
wet meadow
emergent
floating
open water
path
bridge (or path over water)
entrance
N
Water Design
Flood Season When storm comes, water level would rise greatly. So, in order to keep some accessable routes at that time, the main route is designed on a reletively higher ground level. For some area, while landform is unable to solve the problem, there are some designated setted up plank roads to ensure it is accessable at that time. Drain-age is also a chief problem. There are two exits for water to drain off from the site. One is in the north-west, which drain water off to river don; the other one is in the north-east combining to a pond in the woodland. (In the given design for the road, it is mentioned that there is a pond in the woodland to the north-east of the site.)
Regular Season The water design for regular season is trying the best to form a con-secutive system of water. When rainfall gets down, the water system could work and move, which get fresh water for the site. The water there has different functions and appearence. As shown on the plan on the left, there are mainly four kinds of water landscape, which are creek, rain garden, seasonal pond and main water body. People wandering there could enjoy the changes of water types.
Dry Season In dry season, the yield of water would reduce dramaticly. Water is nearly visible at the point of main water body. For the rest, it would show some grand land-scape which is specific for dry season.
ContoursThe landform is mainly based on the water system and primary landform. The main characters are as follows: At the north-west part, landform changes frequently like a sequence of mild hills.The lowest points are located at the south-west, south-east and in the middle slightly to east. Those are the carr, entrance and chief water body, which have the functions of holding water and connecting water between ouside and inside system.The rest is almost flat, but the north is bit higher than the south.
Circulation
runoff for gathering the sur-rounding waterdry season waterregular waterflood water
main circulationsecondary citculation
ECOLOGICAL DESIGN AND MAN-AGEMENT
05
Masterplan 1:3000
INTRODUCTION
The ecological design and management was paid much attention to habitat and water management.
dry woodland
carr
scrub
dry meadow
marginal
wet meadow
emergent
floating
open water
path
bridge (or path over water)
entrance
N
Water Design
Flood Season When storm comes, water level would rise greatly. So, in order to keep some accessable routes at that time, the main route is designed on a reletively higher ground level. For some area, while landform is unable to solve the problem, there are some designated setted up plank roads to ensure it is accessable at that time. Drain-age is also a chief problem. There are two exits for water to drain off from the site. One is in the north-west, which drain water off to river don; the other one is in the north-east combining to a pond in the woodland. (In the given design for the road, it is mentioned that there is a pond in the woodland to the north-east of the site.)
Regular Season The water design for regular season is trying the best to form a con-secutive system of water. When rainfall gets down, the water system could work and move, which get fresh water for the site. The water there has different functions and appearence. As shown on the plan on the left, there are mainly four kinds of water landscape, which are creek, rain garden, seasonal pond and main water body. People wandering there could enjoy the changes of water types.
Dry Season In dry season, the yield of water would reduce dramaticly. Water is nearly visible at the point of main water body. For the rest, it would show some grand land-scape which is specific for dry season.
ContoursThe landform is mainly based on the water system and primary landform. The main characters are as follows: At the north-west part, landform changes frequently like a sequence of mild hills.The lowest points are located at the south-west, south-east and in the middle slightly to east. Those are the carr, entrance and chief water body, which have the functions of holding water and connecting water between ouside and inside system.The rest is almost flat, but the north is bit higher than the south.
Circulation
runoff for gathering the sur-rounding waterdry season waterregular waterflood water
main circulationsecondary citculation
ECOLOGICAL DESIGN AND MAN-AGEMENT
05
dry woodlandcarrdry meadowwet meadowmarginalemergentmarshopen water
Habitat and Land Use
Design Concept There are main eight kinds of habitats, which are dry woodland, carr, dry meadow, wet meadow, marginal, emergent, marsh and open water. They all have relatively different kinds of sceneries and functions.In storm season and dry season, the apparence in carr, wet meadow, marginal, emergent and marsh will be absolutely big different, while that in dry woodland and dry meadow will not change too much. The biggest difference would exist in marsh.
A A’
dry woodland path water
B B’
carr pathwater
C
C’
path water sitting areawet meadow woodland
D
D’
sitting areawoodland path meadowwater
SECTION C-C’
SECTION D-D’
SECTION B-B’
SECTION A-A’
dry woodlandcarrdry meadowwet meadowmarginalemergentmarshopen water
Habitat and Land Use
Design Concept There are main eight kinds of habitats, which are dry woodland, carr, dry meadow, wet meadow, marginal, emergent, marsh and open water. They all have relatively different kinds of sceneries and functions.In storm season and dry season, the apparence in carr, wet meadow, marginal, emergent and marsh will be absolutely big different, while that in dry woodland and dry meadow will not change too much. The biggest difference would exist in marsh.
A A’
dry woodland path water
B B’
carr pathwater
C
C’
path water sitting areawet meadow woodland
D
D’
sitting areawoodland path meadowwater
SECTION C-C’
SECTION D-D’
SECTION B-B’
SECTION A-A’
KEY
tree (birch)
climber and shrub
ground layer meadow
water eadge meadow
dry meadow
bridge
path
N
a
a’
DRAY WOODLANDtall upright trees with ground layer with blue and purple flowers
WATER EDGEtall upright trees with purple pink flowers beside the creek
WATER PATH
DETAIL DESIGN
KEY
tree (birch)
climber and shrub
ground layer meadow
water eadge meadow
dry meadow
bridge
path
N
a
a’
DRAY WOODLANDtall upright trees with ground layer with blue and purple flowers
WATER EDGEtall upright trees with purple pink flowers beside the creek
WATER PATH
DETAIL DESIGN
SPACE RHYTHM ANALYSIS
SPACE OPEN-CLOSE ANALYSIS
UPWARD & VERTICAL VIEW ANALYSIS
middle corridor ( inside )
varanda ( outside )
middle corridor ( inside )
varanda ( outside )
vertical view
upward view
DOUBLECORRIDOR PATHWAY EFFECT ANALYSIS
straight-line distance ( without the doublecorridle )
a pathway distance via the doublecorridor
CLASSICAL GARDEN ANALYSIS 06
SPACE RHYTHM ANALYSIS
SPACE OPEN-CLOSE ANALYSIS
UPWARD & VERTICAL VIEW ANALYSIS
middle corridor ( inside )
varanda ( outside )
middle corridor ( inside )
varanda ( outside )
vertical view
upward view
DOUBLECORRIDOR PATHWAY EFFECT ANALYSIS
straight-line distance ( without the doublecorridle )
a pathway distance via the doublecorridor
CLASSICAL GARDEN ANALYSIS 06
CLASSICAL GARDEN DESIGN07
CLASSICAL GARDEN DESIGN07
URBAN GARDEN DESIGN08
URBAN GARDEN DESIGN08
800-1250m500-800m300-5000m100-300m
meadowwoodlandorchardcultivated land
0.0-0.5°0.5-2.0°2.0-5.0°5.0-15.0°
railwaycounty roadvillage roadfootpath
-1°0.0-22.5°22.5-67.5°67.5-112.5°
bottomlandriverreservior
112.5-157.5°157.5-202.5°202.5-247.5°247.5-292.5°
residential landstranded landriver
flooding cordonhailstone direction
292.5-337.5°337.5-360.0°
15.0-35.0°35.0-55.0°55.0-90.0°
09 Matou Mountain Planning
ASPECTS
RIVER SYSTEM
RIVER SYSTEM
ASPECTS
3-D LANDFORM
PERSPECTIVE 1 PERSPECTIVE 2 PERSPECTIVE 3
ALTITUDE
LAND UTILIZATION
LAND UTILIZATION
ALTITUDE
GRADIENT
TRANSPORTATION
TRANSPORTATION
GRADIENT
800-1250m500-800m300-5000m100-300m
meadowwoodlandorchardcultivated land
0.0-0.5°0.5-2.0°2.0-5.0°5.0-15.0°
railwaycounty roadvillage roadfootpath
-1°0.0-22.5°22.5-67.5°67.5-112.5°
bottomlandriverreservior
112.5-157.5°157.5-202.5°202.5-247.5°247.5-292.5°
residential landstranded landriver
flooding cordonhailstone direction
292.5-337.5°337.5-360.0°
15.0-35.0°35.0-55.0°55.0-90.0°
09 Matou Mountain Planning
ASPECTS
RIVER SYSTEM
RIVER SYSTEM
ASPECTS
3-D LANDFORM
PERSPECTIVE 1 PERSPECTIVE 2 PERSPECTIVE 3
ALTITUDE
LAND UTILIZATION
LAND UTILIZATION
ALTITUDE
GRADIENT
TRANSPORTATION
TRANSPORTATION
GRADIENT
KEYrailwayhighwaymain roadsecondary roadfootpathwater routewater systemnegative oxide ion convalesce areanegative oxide ion recreational areaexpedition residential areavegetation & animal expedition areaSouth China Tiger theme parkinhabitated residential arearelocated residential areacustom service centrewhite tea viewing basewhite tea producing baseloquat viewing baseorchid viewing baseorchid producing basenatural landscapecultural landscape
Oˉ
Oˉ
Oˉ
Oˉ
OˉOˉOˉOˉ
O2
O2
O2
O2
O2O2
O ˉ2O ˉ2O ˉ
PLANNINGRESIDENTIAL PLANNING
TRANSPORTA-TION PLANNING
rare animal
sunny area
residential area
RESOURCE OF VEGITATION AND ANIMALS
FOREST LAYERS
FOREST COMPOSITION
assessment of con-struction
natural interests point
natural interests point
natural interests point
relative slope sensi-bility
ecological sensibility relationship between villages
icome
assessment of or-chid planting
river valley river valley river valley integrated visual sensibility
ecological stability population and density
population and dis-tribution
education class
age
distance from rail-way station
characteristic arg-ricultural products
assessment of tea planting
main mountaintop main mountaintop main mountaintop high sensibility area
assessment of lo-quat travel
integrated integrated integrated
assessment of for-est travel
assessment of veg-etation expidition
assessment of climb-ing travel
VISIBLE AREA SENSIBILITY CLASSES--DIS-TANCE
SENSIBILITY CLASSES--FRE-QUENCY
VISUAL SENSI-BILITY
SOCIAL ANALY-SIS
SOCIAL ANALY-SIS
ECOLOGICAL STABILITY
LAND SUIT-ABILITY
white tea plant-ing area
rare vegetation
water area
highest visual sensitivity area
orchid planting area
agricultural re-gion planning
rare vegetation assemble area
conifer
highest ecological stability area
suitable expedi-tion area
negative ixide ion assembles area
best observation areas
combined to cul-tural planning
CUSTOM SER-VICE PLANNING
KEYrailwayhighwaymain roadsecondary roadfootpathwater routewater systemnegative oxide ion convalesce areanegative oxide ion recreational areaexpedition residential areavegetation & animal expedition areaSouth China Tiger theme parkinhabitated residential arearelocated residential areacustom service centrewhite tea viewing basewhite tea producing baseloquat viewing baseorchid viewing baseorchid producing basenatural landscapecultural landscape
Oˉ
Oˉ
Oˉ
Oˉ
OˉOˉOˉOˉ
O2
O2
O2
O2
O2O2
O ˉ2O ˉ2O ˉ
PLANNINGRESIDENTIAL PLANNING
TRANSPORTA-TION PLANNING
rare animal
sunny area
residential area
RESOURCE OF VEGITATION AND ANIMALS
FOREST LAYERS
FOREST COMPOSITION
assessment of con-struction
natural interests point
natural interests point
natural interests point
relative slope sensi-bility
ecological sensibility relationship between villages
icome
assessment of or-chid planting
river valley river valley river valley integrated visual sensibility
ecological stability population and density
population and dis-tribution
education class
age
distance from rail-way station
characteristic arg-ricultural products
assessment of tea planting
main mountaintop main mountaintop main mountaintop high sensibility area
assessment of lo-quat travel
integrated integrated integrated
assessment of for-est travel
assessment of veg-etation expidition
assessment of climb-ing travel
VISIBLE AREA SENSIBILITY CLASSES--DIS-TANCE
SENSIBILITY CLASSES--FRE-QUENCY
VISUAL SENSI-BILITY
SOCIAL ANALY-SIS
SOCIAL ANALY-SIS
ECOLOGICAL STABILITY
LAND SUIT-ABILITY
white tea plant-ing area
rare vegetation
water area
highest visual sensitivity area
orchid planting area
agricultural re-gion planning
rare vegetation assemble area
conifer
highest ecological stability area
suitable expedi-tion area
negative ixide ion assembles area
best observation areas
combined to cul-tural planning
CUSTOM SER-VICE PLANNING
Courtyard CON-STRUCTION Design
10
Courtyard CON-STRUCTION Design
10
STRUCTURE ANALYSIS11
STRUCTURE ANALYSIS11