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David$Waggoner:$
New$Orleans$as$an$
Integrated$
Resilience$Project$
RBD U
PERSISTENCE
David Waggonner
Waggonner & Ball
LOUISIANA
COASTAL CONDITION
LOUISIANA
HIGH+LOW LANDSCAPE
NEW ORLEANS
HURRICANE KATRINA
DUTCH DIALOGUES
COURTYARD CITY
DUTCH DIALOGUES
COURTYARD CITY
NEW ORLEANS
HURRICANE KATRINA
LOUISIANA
INDONESIAN DELEGATION TOUR
JAKARTA
PLUIT - INHABITING THE EDGE
JAPAN
KYOTO
JAPAN
KYOTO
JAPAN
KYOTO
JAPAN
KANAZAWA
JAPAN
GUTTER
EDWARD BURTYNSKY
GREENHOUSES
NEW ORLEANS
VIEUX CARRE
DUTCH DIALOGUES
ROTTERDAM WESTERSINGEL
INTEGRATED FLOOD PROTECTION
ROTTERDAM
ARAKAWA WARD
SUPER LEVEE
ARAKAWA WARD
SUPER LEVEE
BONNET
CARRE
SPILLWAY
MORGANZA
FLOODWAY
OLD RIVER
CONTROL STRUCTURE
LINES OF DEFENSE
NEW ORLEANS
LINES OF DEFENSE
NEW ORLEANS
LINES OF DEFENSE
NEW ORLEANS
LINES OF DEFENSE
NEW ORLEANS
LINES OF DEFENSE
NEW ORLEANS
LINES OF DEFENSE
NEW ORLEANS
LINES OF DEFENSE
NEW ORLEANS
NEW ORLEANS
SUBSIDENCE
NEW ORLEANS
LIVING IN A BASIN: WALLED CITY
NEW ORLEANS
DUTCH DIALOGUES
Waggonner and Ball
Royal Netherlands Embassy
American Planning Association
NEW ORLEANS
LIVING LINES OF DEFENSE
SCALES OF STUDY
DUTCH DIALOGUES II
DUTCH DIALOGUES
REGIONAL SCALE
DUTCH DIALOGUES II
GENTILLY
DUTCH DIALOGUES II
GENTILLY
NDRC NEW ORLEANS
WATER SYSTEMS
DUTCH DIALOGUES II
GROUNDWATER MANAGEMENT
DUTCH DIALOGUES
HOFFMAN TRIANGLE
DUTCH DIALOGUES
GUTTER TO GULF
A Water Taxonomy for New Orleans
Contents:
1. The Armature
2. Open Canals
3. Underground Waterways
4. Navigable Waterways
5. Historical Remnants
produced by Gutter to Gulf, a joint research and teaching project of the John H. Daniels Faculty of
Architecture, Landscape, and Design, University of Toronto and the Graduate School of Architecture &
Urban Design, Sam Fox School of Design & Visual Arts, Washington University in St. Louis
1
6
?
A1
B2
C5
B4
8
8
A6
1
6
?
Canal St. Pump
Station
pumps water from
and unknown
sub-Basing in Jeffer-
son Parish on the
17th street canal
Surface Condition
Drainage System Taxonomy
Single Box Culvert
Box Culvert under Median
Box Culvert under Street Pipe under Street
Pipe under Median
Double Box Culvert
Triple Box Culvert
Box Culvert Transition
Pipe to Box Culvert
Box Culvert to Open Canal
Pump Station at Flood Wall
Pump Station at Open Canal
1
2
3
4
5
6
B D
A C
7
8
+3’-5’ box culvert
+5’-10’ box culvert
+10’-15’ box culvert
+3’-5’ pipe
+5’-10’ pipe
+25’-30’ open canal
30+’ open canal
+15’-20’ box culvert
+20’-25’ box culvert
+25’-30’ box culvert
pump station
NOLA planning district
Sub-Basin
Legend
1
N
0 15,000 ft
2 miles
Where the Water Goes_
17th Street Canal
sources:
(2007) System Wide Drainage Network; Sewerage & Water Board of New Orleans Sewer
System Evaluation and Rehabilitation Program
GIS Base Data; Sewer & Water Board Maps; Courtesy Waggonner & Ball Architects
Linear Force Pump; from 2009 Gutter to Gulf Machinery Pump Technology
Study(Machinery Pump Technology 1)
Single, Double, & Triple Culvert Details; from San Diego Regional Drainage Engineering
Standard Drawings(for shape reference only)
The 17th Street Canal outflow serves drainage
sub-basins 1 & 6.
drainage sub-basin 1= 5432 acres
drainage sub-basin 6= 3146 acres
total = 8628 acres of surface area
= 375,835,000 sq ft
At Capacity 17th Street Canal drains into Lake
Pontchartrain at a rate of:
375.8 million sq ft x 1/2 in./hr =
15,600,000 cu. ft./hr
12~14 ft
10~12 ft
8~10 ft
6 ~ 8 ft
4 ~ 6 ft
2 ~ 4 ft
0 ~ 2 ft
-2 ~ 0 ft
(Sea Level Line)
-4 ~ -2 ft
-8 ~ -6 ft
-6 ~ -4 ft
DUTCH DIALOGUES
GUTTER TO GULF
DUTCH DIALOGUES
GUTTER TO GULF
DESIGN OBJECT EARTH
GLOBAL VILLAGE
“The new electronic
interdependence recreates the
world in the image of a global
village.” - Marshall McLuhan -
BRIDGEPORT
MAIN STREET
NEW ORLEANS
MAGAZINE STREET
NEW ORLEANS
MARDI GRAS
NEW ORLEANS
LOWLAND STREET
POPULATION
CITY COMPARISON
Population
Jakarta New York CityChennai New Orleans
Density
City 9,600,000 8,500,000 390,0004,700,000
38,000 / sq mi 28,000 / sq mi 2,000 / sq mi28,300 / sq mi
30,200,000 20,100,000 1,250.0009,000,000
4,500 / sq mi 1,500 / sq mi 300 / sq mi19,500 / sq mi
City
Metro
Metro
JAKARTA
1976
6 MILLION
1989
9 MILLION
2004
13 MILLION
POPULATION GROWTH
ELEVATION
INDIA
PALLIKARANAI MARSH
CHENNAI
1970
76%
1980
57%
1990
60%
2000
50%
970
6%
1980
57%
1990
60%
2000
50%
201
35
1980
57%
1990
60%
2000
50%
2010
35%
1990
60% water
2010
35% water
1970
76% water
INTERNATIONAL WATER CITIES
WATER FIGURE GROUND
Amsterdam, Netherlands Rotterdam, Netherlands
Shaoxing, ChinaNew Orleans, Louisiana
September 2013
Architects
Greater New Orleans
September 2013
Architects
Greater New Orleans
September 2013
Architects
Greater New Orleans
DOCUMENTS
GREATER NEW ORLEANS URBAN WATER PLAN
LIVINGWITHWATER.COM
NEW ORLEANS WATER PLAN
PROBLEMS IDENTIFIED
Drainage systems
are regularly
overwhelmed by
too much runoff,
causing flooding
Excessive pumping
causes the land to
sink by lowering
groundwater levels
Critical water assets
are wasted, hidden
behind walls, buried
underground, or
pumped out of the
city
1 2 3
Inhabitation
Land Cover
Infrastructure
Networks
Soils
Water
Biodiversity
NEW ORLEANS
PLANNING APPROACH
NEW ORLEANS
WATER MANAGEMENT PARADIGM
Pipe + Pump + Drain
Store DrainSlow
NEW ORLEANS
LIVING WATER SYSTEM
Estimated Damages Due to Flooding
Over Next Fifty Years: $7.99 Billion
AVOIDABLE COSTS: FLOODING
GREATER NEW ORLEANS URBAN WATER PLAN
Estimated Damages Due to Subsidence
Over Next Fifty Years: $2.19 Billion
AVOIDABLE COSTS: SUBSIDENCE
GREATER NEW ORLEANS URBAN WATER PLAN
NEW ORLEANS
REGIONAL COSTS VS BENEFITS
Implementation Costs
• detention/retention features
• storage basins
• drainage improvements
Economic Benefits
• direct and indirect job growth
• reduced flooding-induced damages
• reduced subsidence-induced damages
• improved insurability
• improved property values
$5.2 Billion
$20.6 Billion
NEW ORLEANS
INVESTMENT PARADIGM
GREATER NEW ORLEANS URBAN WATER PLAN
ECOLOGICAL BENEFITS
ENVIRONMENTAL BENEFITS
GREATER NEW ORLEANS URBAN WATER PLAN
BACKSLOPE STREETS
GREATER NEW ORLEANS URBAN WATER PLAN
NEW ORLEANS
INTERCEPTOR STREETSINTERCEPTOR STREETS: PROPOSED
NEW ORLEANS WATER PLAN
NEW ORLEANS
INTERCEPTOR STREETS
Katrina Memorial
West End storage
basin and park
Lake Avenue
mixed-use waterfront
Slow, Store, Drain
vacant lots
Canal Street Canal
Redesign canal to store
water in rain event;
in dry periods
Networks of bike
and pedestrian
Emergency water
reduce subsidence
17th Street Canal Upper
lower water level; widen canal;
lower walls; bike and pedestrian
access
Lower capacity
17th Street Canal Lower
Cascade to slow
stormwater and
storage capacity
and riverfront
development adjacent
to new development
Xavier University
waterfront development
Raise water levels;
provide pedestrian
Hollygrove
NORA lots and parks
Emergency
stormwater
Emergency inlet
to reduce
subsidence
for river water
Bike Trail
outlet for
Claiborne
New inlet for
drinking water
Drain
Split of water
basins
UPTOWN TO BUCKTOWN
COORDINATING INVESTMENTS
NEW ORLEANS
LAKEVIEW FLOATING STREETS
NEW ORLEANS
LAKEVIEW FLOATING STREETS
Schema c situa on of project area
F
le
u
r
d
e
Lis
n
o
rm
al
street
norm
al
street
o u t l e t s t r e e t
To Pump Sta
on # 12
To pump 12
W e s t E n d
B) Surface ow
A) Subsurface ow
3
actions over time
1
2
2
1
3
3
3
Bioswales convey water from Fleur de Lis Drive to 38th Street, an outlet street, and nally
into West End. West End drains to Pump Sta on #12.
NEW ORLEANS
MONTICELLO CANAL
NEW ORLEANS
MONTICELLO CANAL
NEW ORLEANS
MONTICELLO ENGINEERED PROPOSAL
HOEY’S BASIN/MONTICELLO CANAL
NEW ORLEANS
NEW ORLEANS
HOEY’S BASIN/MONTICELLO CANAL
NEW ORLEANS
HOEY’S BASIN/MONTICELLO CANAL
NEW ORLEANS
HOLLYGROVE/MONTICELLO CANAL
NEW ORLEANS
LAKEVIEW AND BUCKTOWN
NEW ORLEANS
LONDON AVENUE CANAL
NEW ORLEANS
LONDON AVENUE CANAL
4
6
8
10
12
VD)
-8
-6
-4
-2
0
2
0 2000 4000 6000 8000 10000 12000 14000
Elevaon(NAV
Distance from DPS03 ( )
London Avenue Canal
4.0
5.0
6.0
7.0
VD)
Minimum Bank Ele n 1 Freeb ard 2 Freeb ard Scenari 1
-2.0
-1.0
0.0
1.0
2.0
3.0
0.0 2000.0 4000.0 6000.0 8000.0 10000.0
Elevaon(NAV
Distance from DPS7 ( )
Orleans Canal
NEW ORLEANS
OUTFALL CANALS
NEW ORLEANS
OUTFALL CANALS
GREATER NEW ORLEANS URBAN WATER PLAN
STORMWATER FLOW
System scale water storage
Small scale strategies to slow water
Split at the ridge waterworks 5 miles
GREATER NEW ORLEANS URBAN WATER PLAN
PROPOSED WATER FLOWS
Brackish water
Fresh water
Urban wetland filtration 5 miles
CIRCULATING SYSTEMS
DUTCH DIALOGUES III
CIRCULATING SYSTEM
GREATER NEW ORLEANS URBAN WATER PLAN
Greater New Orleans Water Management StrategyLafitte Blueway Drainage Impact
Waggonner & Ball Architects
NEW ORLEANS
LAFITTE BLUEWAY: DRAINAGE IMPACT
NEW ORLEANS
LAFITTE BLUEWAY: HISTORIC CONNECTIONS
NEW ORLEANS
LAFITTE CORRIDOR
BRIDGEPORT
RAIN GARDEN
NEW ORLEANS
LAFITTE BLUEWAY: DRY
NEW ORLEANS
LAFITTE BLUEWAY: WET
LAFITTE BLUEWAY: HISTORIC CONNECTIONS
NEW ORLEANS
HISTORIC WATERWAYS
ROTTERDAM OLD HARBOR
NEW ORLEANS
LAFITTE BLUEWAY: BASIN STREET
NEW MEXICO
CHACO CANYON
TOKYO
SUNDAY AFTERNOON
NDRC: LOUISIANA
PROJECTS
NDRC: LOUISIANA
MULTI-MODAL TERMINAL
LEGEND NEC REGIONAL RAIL STOP
NEC REGIONAL RAIL CORRIDOR
REBUILD BY DESIGN: RESILIENT BRIDGEPORT
NEW YORK CITY
BOSTON
BRIDGEPORT
STAMFORD
NEW HAVEN
NEW LONDON
PROVIDENCE
NORTHEAST CORRIDOR
MODEL FOR THE SOUND
ATLANTIC
This
legible in New Haven. A
of downtown is threate
surge. In general, this i
on artifical fill.
Category 1
Category 2
Category 3
Category 4
This is
legible in New Haven. A signif
of downtown is threatened by
surge. In general, this is the a
on artifical fill.
Category 1
Category 2
Category 3
Category 4
NDRC: CONNECTICUT
NEW HAVEN
NDRC: CONNECTICUT
BRIDGEPORT
DUTCHDIALOGUES
Virginia/LifeatSeaLevel
Infrastructure at Risk
DUTCH DIALOGUES VIRGINIA
NORFOLK TIDAL FLOODING
NDRC: VIRGINIA
NORFOLK 1877
NDRC: VIRGINIA
FLOOD RISK
DUTCH DIALOGUES VIRGINIA
HARBOR PARK
Strategic actions to shape our future city
Resilient
New Orleans
NEW ORLEANS
CURB TO COAST
CURRENTPAST FUTURE
NDRC: NEW ORLEANS
URBAN DELTA
NDRC NEW ORLEANS
FRAMEWORK
NDRC: NEW ORLEANS
FRAMEWORK
EXISTING
SHEET PILE 20-40’ DEEP AVG.
PROPOSED TO REMAIN
COMPACTED FILL TO ELEVATE LEVEE TO +10’ MIN
SECTION AREA 77sf
GABION
2’ MIN FREEBOARD
CONCRETE
REVETMENT
20’ 10’
EXISTING GROUND
+5’ CURRENT SAFE WATER LEVEL
-1’~+1’ TYP. TIDAL FLUCTUATION
+15’
+10’
+5’
-5’
-10’
-15’
SEA LEVEL
+15’
+10’
+5’
-5’
-10’
-15’
SEA LEVEL
10'-0"
+8’ USACE PROPOSED SAFE WATER
LEVEL AFTER PENDING BUTTRESSING
PROPOSED
EXISTING
TOE OF LEVEE
NEW
TOE OF LEVEE
REMOVE WALL (KEEP THE SHEET PILE)
ADD GABIONS AND CONCRETE REVETMENT TO
STABILIZE THE BANK
ADD EXTRA FILL TO COVER THE SHEET PILE AND
ELEVATE LEVEE TO MAINTAIN SAFE FREEBOARD
PLACE A NEW SIDEWALK WHERE THE ORIGINAL
WALL WAS
MAINTAIN EXISTING WATER LEVELS
SIDEWALK
EXISTING PUMP STATION
2,900 CFS
PROPOSED PUMP STATION
600 CFS
TEMP. PUMP STATION/CLOSURE STRUCTURE
PERM. PUMP STATION/CLOSURE STRUCTURE
NDRC: NEW ORLEANS
OUTFALL CANALS
NEW ORLEANS
CITY PARK
SIPHON UNDER
ORLEANS CANAL
NEW CONNECTIONS
BETWEEN LAKES
NEW
GOLF
COURSE
SCOUT
ISLAND
COUTURIE
FOREST
RUNOFF INTO CITY
PARK FROM LAKE VISTA
NEIGHBORHOOD
CONSTRUCTED
WETLANDS FILTER
AND INFILTRATE
POTENTIAL
OVERTOPPING FROM
ORLEANS CANAL
ORLEANS CANAL
LAKE BED DREDGED TO
INCREASE FLOW AND
STORAGE CAPACITY
NEW
OPERABLE
WEIRS
ALTERNATE WEIR
LOCATION
-4.5’ BELOW SEA LEVEL
-5.5’
-6.5’
-7.5’ TYPICAL WATER LEVEL
NEW WATER CONNECTION
1 foot of storage:
90.99 Acre Feet
2 feet of storage:
263 Acre Feet
3 feet of storage:
540 Acre Feet
4 feet of storage:
982 Acre Feet
SIPHON UNDER
ORLEANS CANAL
REDIRECTED FLOW
INTO CITY PARK
LAKEVIEW
LAKE VISTA
NEW
OPERABLE
WEIR
FILTRATION
WETLAND
NDRC: NEW ORLEANS
CITY PARK
NEW ORLEANS
CITY PARK
DevelopmentAxis
2 Natural Area
Dillard University
(existing campus)
G E N T I L LY
B O U L E V A R D
B O U L E V A R D
G E N T I L LY
DPS #3
1 Campus Axis
3 Canal Access
Dillard Wetland
Dillard University
NDRC: NEW ORLEANS
DILLARD WETLAND
NEW ORLEANS
MIRABEAU WATER GARDENS
NEW ORLEANS
MIRABEAU WATER GARDENS
140 acres CAPTURED RUNOFF
DIRECT
SECONDARY
745 acres IMPROVED FLOW
PUMP STATION #4
FRENCHQUARTER
PUMP STATION #3
PUMP STATION #17
PUMP STATION #19
L A K E P O N T C H A R T R A I N
LAKEFRONT PUMP
STATION (INTERIM)
LONDONAVENUECANAL
INDUSTRIALCANAL
BAYOUST.JOHN
This area drains through two main
pipes under Mirabeau and Owens
Blvds, which can be diverted into
the site
Retention upstream allows drainage
in this area to flow more efficiently
to Pump Station #4
Reduced volume at Pump Station #4
benefits the entire Gentilly area
2,900 acres INCREASED PUMP CAPACITY
Less water entering the London Avenue
Canal at Pump Station #4 makes pumping
at Station #3 more effective
LOWERED CANAL WALLS6,115 acres
(London Avenue Canal watershed)
BENEFITS
25 acres RETENTION AND STORAGE
CSJ + adjacent vacant properties
developed into water storage
M I S S I S S I P P I R I V E R
3,785 acres
6,115 acres
TOTAL 9,900 acres
N
NEW ORLEANS
MIRABEAU WATER GARDENS
NEW ORLEANS
MIRABEAU WATER GARDENS
NEW ORLEANS
MIRABEAU WATER GARDENS
Mirabeau Ave
Owens Blvd
St.BernardAve
CartierAve
Owens
Bvld.
Mirabeau
Ave.
site
groundwater
sand
clay
0’0”
North-South Section
NEW ORLEANS
MIRABEAU WATER GARDENS
NEW ORLEANS
MIRABEAU WATER GARDENS
water storage:
1,327,680 cubic feet
benefit-cost analysis:
2.4
DRY
treatment
train
rock-lined swales
forebay
pool
intake
DELUGE
intake
intake
detention/infiltration
rain
garden
WET
intake
intake
subsurface storage
retention
NEW ORLEANS
MIRABEAU WATER GARDENS
AMSTERDAM
WESTERPARK
AMSTERDAM
WESTERPARK
AMSTERDAM
WATERGRAAFSMEER POLDER
YUNNAN
DALI
LIJIANG
SHUHE
JAPAN
KYOTO
KYOTO
GARDEN
KYOTO
KOKEDERA MOSS TEMPLE
JAPAN
KYOTO
KYOTO
GARDEN
KYOTO
RYOAN-JI
TOKYO
GARDEN
KANAZAWA
STREET
NEW ORLEANS
MIRABEAU AVENUE
NDRC: NEW ORLEANS
RETROFITTING THE GRID
NDRC: NEW ORLEANS
BLUE-GREEN NETWORK
NDRC: NEW ORLEANS
BLUE-GREEN NETWORK
NDRC: NEW ORLEANS
BLUE-GREEN NETWORK
1 mile
DPS #3
4,260 CFS
DPS #4
4,409 CFS
DPS #12
1,000 CFS
DPS3-S Storage Assignment:
168.5 ac-ft
DPS4 Storage Assignment:
369.2 ac-ft
DPS3-N Storage Assignment:
99.1 ac-ft
DPS12 Storage Assignment:
333.7 ac-ft
Project Reduction:
9%
Project Reduction:
49%
Project Reduction:
28%
Project Reduction:
45%
NDRC: NEW ORLEANS
IMPACT ON WATER ASSIGNMENT
Blue CorridorRedevelopment Green Corridor
Living Shoreline
Campus
Community
Adaptation
Green StreetsCanal +
Parkland
Reduced Damage from 5 Year Flood:
$20.1 Million
Road Maintenance Cost Reduction
Associated with Subsidence:
$123.8 Million
Increased Property Values:
$392.5 Million
Benefit Cost Ratio:
3.6 to 1
Environmental + Social Value:
$5.2 Million
NDRC: NEW ORLEANS
BENEFIT COST ANALYSIS
HORIZON INITIATIVE WATER COMMITTEE
COMMUNITY
ADVOCACY · COMMUNITY EDUCATION · K-12 EDUCATION
BUILDERS & DESIGNERS · RESEARCH & POLICY
WATER
COLLABORATIVE
APA Louisiana · Bayou Land RC&D · Blue Crab Labs · CDM Smith · City of New Orleans DPW · City Park · City Porch Realty
Committee for a Better New Orleans · Common Ground Relief · Concordia · Cry You One · CSED · Dana Brown and Associates
DisasterMap.net · EcoUrban · Energy Wise Alliance · Evans + Lighter · Feldmeier Galyean · Friends of Lafitte Corridor · Future
Proof · Global Green USA · GNO Inc. · Greater New Orleans Foundation · Green Light New Orleans · Groundwork New Orleans
Gulf Restoration Network · Hike for Katreena · Hollygrove Greenline · Historic Treme Faubourg Treme · Horizon Initiative · Imago
Collective · KIPP Central City School · KSI Environmental Consultants · Lake Pontchartrain Basin Foundation · Land Trust for
Louisiana · LEAAF · Levees.org · Life City · Longue Vue House and Gardens · Louisiana Economic Development · LSU Coastal
Sustainability Studio · National Wildlife Foundation · Neighborhood Partnership Network · NEWCITY · New Orleans Food &
Farm Network · Nola Bamboo · NOMAR Green Committee · Nunez Community College · WWNO NPR · Parkway Bakery & Tavern
Parkway Partners · RIDE New Orleans · Regional Planning Commission · Sankofa · Sewerage & Water Board · Sierra Club
Spackman Mossop Michaels · Thomas Strategies LLC · Tulane City Center · Tulane Institute on Water Resources Law and
Policy UNO Pontchartrain Institute of Environmental Sciences · UNO Transportation Institute · Urban Conservancy · Urban
Institute US Green Building Council Louisiana · Waggonner & Ball · Waldemar S. Nelson · Water Works · Villavaso & Associates
Ripple
EffectKick-Off Workshop
August 9-10, 2014
Claire Anderson
clairean@gmail.com
(704) 651-9425
Aron Chang
aron.y.chang@gmail.com
(949) 981-9159
4 Introduction
5 Schedule for the Year
6-7 Readings and Questions
8-13 Education/Water/Design
14-15 Workshop Agenda
16-17 Updated Team Profiles
Readings Attached
4
At the core of our project is a three-part
collaboration between teachers, design experts
and water experts.
- Teachers contribute knowledge of curriculum
design and implementation.
- Design professionals and educators
contribute knowledge of visual, hands-on,
and experiential learning.
- Water experts contribute content expertise in
international and local water issues.
During the kick-off workshop, we will begin
Introduction
RIPPLE EFFECT
SEWERAGE & WATER BOARD GRANT
RIPPLE EFFECT
SEWERAGE & WATER BOARD GRANT
ENGAGEMENT
NEXT GENERATION
livingwithwater.com

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