Hydrologic Feasibility of Storm Surge Barriers to Protect the - - PowerPoint PPT Presentation

hydrologic feasibility of storm surge barriers to protect
SMART_READER_LITE
LIVE PREVIEW

Hydrologic Feasibility of Storm Surge Barriers to Protect the - - PowerPoint PPT Presentation

Hydrologic Feasibility of Storm Surge Barriers to Protect the Metropolitan NY/NJ Region Malcolm J. Bowman, PhD Roger D. Flood, PhD Douglas Hill, EngScD, PE Robert E. Wilson, PhD Marine Sciences Research Center, State University of New York,


slide-1
SLIDE 1

Hydrologic Feasibility of Storm Surge Barriers to Protect the Metropolitan NY/NJ Region

Malcolm J. Bowman, PhD Roger D. Flood, PhD Douglas Hill, EngScD, PE Robert E. Wilson, PhD

Marine Sciences Research Center, State University of New York, Stony Brook, NY

slide-2
SLIDE 2

The Threat

slide-3
SLIDE 3
slide-4
SLIDE 4

New York City Flooding

Source: Metro New York Hurricane Transportation Study, 1995

slide-5
SLIDE 5

Hurricane Storm Surge

21-22 September 1938 hurricane Source: N.A. Pore and C.S. Barrientos, Storm Surge, 1976

slide-6
SLIDE 6

Nor’easter Storm Surge

5-8 March 1962 storm Source: N.A. Pore and C.S Barrientos, Storm Surge, 1976.

slide-7
SLIDE 7

1992 Nor’easter Flooding

Source: Metro New York Hurricane Transportation Study, 1995

slide-8
SLIDE 8

100-Year Flood (Now)

Source: V.M. Gornitz, Metropolitan East Coast Assessment, 2000

slide-9
SLIDE 9

NYC Rise in Sea Level

6 8

Mean Sea Level (m.)

1850 1900 1950 2000 2050 2100

Time (yrs.) Source: Robert J. Nicholls Observations Projection

slide-10
SLIDE 10

Flood Height vs. Return Period

(by 2090s)

Source: V.M. Gornitz, Metropolitan East Coast Assessment, 2000

slide-11
SLIDE 11

Flood Height vs. Return Period

(2020s, 2050s, 2080s)

Source: V.M. Gornitz, Metropolitan East Coast Assessment, 2000

slide-12
SLIDE 12

River Flooding

  • Tidal flow 10 to 100 times river flow
  • >50% of Hudson flow in April & May
  • Flooding usually in upstate NY and NJ
  • 29.6 ft above flood level in Troy, NY, 1996
  • NJ flood-diversion tunnel into Newark Bay
  • Climate change possibilities
  • More precipitation extremes
  • Change in snow melt
slide-13
SLIDE 13

The Concept

slide-14
SLIDE 14

Location of Barriers

slide-15
SLIDE 15

Thames River Tidal Barrage

slide-16
SLIDE 16

Hollandsche Ijssel, The Netherlands

slide-17
SLIDE 17

Eastern Scheldt, The Netherlands

slide-18
SLIDE 18

Venice Lagoon Design

slide-19
SLIDE 19

East River Tide Gates (1)

~$0.5 billion Parsons Brinckerhoff Quade & Douglas (1993)

slide-20
SLIDE 20

East River Tide Gates (2)

~$1 billion TAMS Consultants, Inc. (1993)

slide-21
SLIDE 21

Scenario Analysis

  • Type of storm (Nor’easter or hurricane)
  • Severity of storm
  • Sea level
  • Location of barriers
  • Combination of barriers closed
  • Sequence of barrier operations
  • (Possibly) barrier height & bottom changes
slide-22
SLIDE 22

Deliverables

  • Conclusion: Would storm surge barriers

work?

  • Maps showing flooding inside and outside

barriers in various scenarios

  • Strategies for barrier operations
  • Identification of trade-offs in flooding

inside and outside barriers

slide-23
SLIDE 23