A STORY DESIGNED BY JIAQI WANG
CONTENT
Infographic maps -What data told me
Brand Design - What life told me
UX/UI Design - What you told me
Sometimes I feel like Data an android an autist binary and metal mind over matter Forever searching humanity Never being able to pass through metal detectors Having deep emotions misunderstood impossible to express Questioning and inquisitive sad without crying happy without laughing I feel like Data with my green eyes always.
What data told me
Infographic Map -
White Darren
RELOCATING EXCESS WATER A Hydrogeological Approach to Storm Water Banking
CHANNELING SECTION
NATURAL SYSTEM
Resource Zone
URBAN SYSTEM
pe
e slo
rfac
r su
Channeling Retention Storage
wate
pe
slo
ed
lb
ne
an
Ch Area
Wetted Perimeter
Height(Stage) 249.8386
Resource Zone Channeling Retention Storage
Top W
idth
Mean Height=
Area Top Width
Hydraulic Radius=
Area Wetted Perimeter
CHANNELING LENGTH
CHANNELING SHAPE
drag coefficient
0.03
T/2
0.02 D D/2-γ
0.01 0
7.5
7.0
6.5
8.0
γ
8.5
hydraulic radius R/cm
Area Wetted Perimeter
Hydraulic Radius=
drag coefficient
0.03 0.02 0.01 0
10.0
10.5
11.0
11.5
12.0
12.5
13.0
13.5
mean water depth H/cm
Mean Height=
Area Top Width
Fixed Height
Fast
Slow
drag coefficient
Fixed Width
0.03 0.02 0.01 0
2.2
2.3
2.4
2.5
2.6
2.7
2.8
Section Width to Height W/H
2.9
3.0
3.1
3.2
Fast
Slow
MATERIALS
TOTAL RUNOFF Rainfall intensity curves for Boston 10.0 9.0 8.0 7.0 6.0 5.0 0.3 5.0
Resource Zone Runoff Coeffcients
E IN QU 10 AL 0 ED YE O AR R S E
4.0 3.0 2.5
XC
EE
D
O
NC
E
2.0
5 2 0Y 10 5Y EA 5YYE EARRS EAAR S RSS
1.5
1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.3 6
10
15
20
30
45
60
90
DURATION OF STORM (MIN)
120
180 240
Downtown Business
0.70-0.95
Neighborhood Business
0.50-0.70
Single-Family Residential
0.30-0.50
Detached Multiunit Residential
0.40-0.60
Attached Multiunit Residential
0.60-0.75
Suburban Residential
0.25-0.40
Apartment
0.50-0.70
Light Industry
0.50-0.80
Heavy Industry
0.60-0.90
Parks,Cemeteries
0.10-0.25
Playgrounds
0.20-0.35
Railroad Yards Unimproved Roofs Asphalt and Concrete Pavement Gravel
0.20-0.35 0.20-0.35 0.80-0.95 0.75-0.95 0.35-0.70
0% Hard Surface 25% Hard Surface 50% Hard Surface 75% Hard Surface 100% Hard Surface
RELOCATING EXCESS WATER A Hydrogeological Approach to Storm Water Banking
density
porosity
Zm PzZr PzZc Zdgr Zgb Sgr Ozf
Bedrock Layer
Cbw DZI Ozsh
Cc Hmu Nu Uu
Overlaying
Fs
Bedrock Layer
Form process
Cambridge&Braintree Argillite (PzZc)
Porosity
(Zdgr)
Mattapan Volcanic Complex
1.6-28
Bulk density
25.0
Permeability
Poor
Density
2.0-2.5
Form process
Dedham Granite
Metamorphic>Metasedimentary>Metaclastic>Argillite
Igneous>Plutonic>Granitic>Granite Light
Porosity
0.5-4.0
Bulk density
23.0-28.0
Permeability
Very Poor
Density
2.5-3.0
(Zm)
Roxbury Conglomerate (PzZr)
Form process Porosity
Igneous>Volcanic>Felsic-volcanic>Rhyolite
2.2-7.0
Bulk density
22.9-25.0
Permeability
Strong
Density
2.5-3.3
Form process
Conglomerate or Sandstone
Porosity
0.8-10.0
Bulk density
24.0-26.6
Permeability
Moderate
Density
2.2-2.65
On the basis of geological surface and bedrock, the City of Boston could be classified into 4 types of bedrock and 5 types of soil surface. USGS has explained Boston Basin geological environment very in detailed. Different soil and rock has different characteristics, such as permeability and construction. There are some physical characteristics and geological codes to make it easy to understand. After overlaying geological layers and bedrock layers, The North Dedham district is the most suitable to remain for water retention. Leading extra water flow to that parce, to design and size storm water management decives, such as grassed swales, drainage pipes and detention storage ponds, it is first necessary to estimate the rates and volumes of run off that must be handle. The science of hydrology, which deals with precipitation and runoff, includes a number of models that help predict the runoff to be used as imput to the design procedures. Many of these are based on precipitation,since for most development sites long-term rainfall records are available. Every storm or flood event is unique: the durations and intensities of precipitation vary. In addition, the growth stage of vegetation, the activity of soil organisms influencing infiltration rates and the soil and air temperatures are not likely to beidentical for several events. Nevertheless, experience has shown that the forecasts ofstorm runoff for various probabilities of occurence are useful for planning and designing storm water management systems and structures. It must be kept in mind, however, that since only estimates are involved, it would be improper to calculate runoff rates and volumes to too great a degree of precision; that is , final results should be appropriatedly rounded.
The time will come when, with elation, you will greet yourself arriving at your own door, in your own mirror, and each will smile at the other's welcome, and say, sit here. Eat. Your will love again the stranger who was yourself. Give Wine. Give bread. Give back your heart to itself, to the stranger who has loved you all your life, whom you ignored for another, who knows you by heart. Take down the love letters from the bookshelf, the photographs, the desperate notes, peel your own image from the mirror. Sit. Feast on your life.
What life told me
Brand Design-
Derek Walcott
What you told me
UX/UI Design-
Take a moment once in a while, Pause to breathe reflect and smile. Think happy thoughts and look around, Feel the sun on your face, Count the birds, Watch the butterfly, Stay out of wifi, Look up and laugh to the sky.
Story teller:Jiaqi Wang Email:wang.jiaqi@husky.neu.edu Phone: +1 781-679-4585