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Tide, Buoyancyand WindInduced Circulation in the Narragansett Bay

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Title: Tide, Buoyancyand WindInduced Circulation in the Narragansett Bay


1
Tide-, Buoyancy-and Wind-Induced Circulation in
the Narragansett Bay
Changsheng Chen Graduate School for Marine
Science and Technology University of
Massachusetts New Bedford, MA 02744-1221 Phone
508-910-6388 Fax 508-910-6371 E-mail
c1chen_at_umassd.edu Website http//codfish.smast.
umassd.edu
  • Contributors
  • Liuzhi Zhao, Research Scientist, SMAST/UMASSD
  • Robert C. Beardsley, Senior Scientist, Woods Hole
    Oceanographic Institution

2
Main questions
  • How much do we know about the circulation in the
    Narragansett Bay? Tides? River-discharge? Wind?
  • How much have we learned from previous and
    on-going modeling efforts? Finite-difference (ASA
    non-orthogonal coordinate model) and
    finite-volume model (FVCOM)?
  • What should be done to improve our understandings
    of the ecosystem dynamics and build up a
    practical coastal managements in the Narragansett
    Bay? An integrated coastal management model
    system with a regional cooperative monitoring
    network?

3
Areas 380 km2 Volume 3.1?109 m3 Average
depth 7.8 m Deepest depth 56 m Largest
Rivers Pawtuxet, Blackstone Taunton
Station BUZM3
4
M2 Co-tidal Chart
Propagate northeastward with small co-tidal range
between the entrance and up-end. Amplitudes
50-60 cm (range 10 cm) Phase 2-8
(range 12 minutes) M2 tide account for 70-80
of total energy, while
5
Rannual 14 m3/s
Rannual 22 m3/s
Rannual 10 m3/s
Flushing time T Volume/Discharge 3.1?109
m3/46 m3/s 780 days !
6
Key point Good coherence in the along-coastal
direction but not in the cross-coastal direction.
Seabreeze is important for local wind variation
u
v
7
Monthly scatter plots of the wind velocity for
2001
8
The field of the surface wind stress interpolated
from measurement data available in the Bay and
over shelf.
Period March 10- April 10, 2001
Time interval 0ne hour
9
Hicks (1959) (Limnol. Oceanogr)
Aug-Sept, 51 Feb-Mar, 52 Aug-Sept, 52 Feb,
56 Apr, 56 June, 56 Aug, 56
T4
T3
ASA company Aug-Sept, 97 Sept, 98 Feb-Mar, 99
T2
T1
Chris Kincaid ADCP transect Aug, 1996
Dan McDonald ADCP/CTD survey, July, 2004 in MHB
SMAST Mooring (Brian Howes)
Weisburg-1972 mooring
10
Surface
Aug, 56
Surface
Temperature
Salinity
Bottom
Bottom
11
Nov, 54-Oct, 55
12
Impact of the Power Station
Discharge Flow
Peak in the year
13
Aircraft
ASA Measurement
9/11/98 220 PM
14
Aircraft
ASA Measurement
9/11/98 600 AM
15
Key points based on the long-term tidal, river,
and wind measurements
  • Tidal motions are dominated by semi-diurnal M2
    tidal constituents, but other semi-diurnal (S2
    and N2) and diurnal (O1 and K1) can not ignored
    for the fortnightly and monthly variations
  • Freshwater discharges has significant impact on
    the Bay in late winter through spring. Not only
    total discharge rate but also significant
    interannual variability
  • Wind fields are characterized with strong
    temporal variability in all seasons. Therefore,
    monthly climatologic fields would not represent
    the realistic world of the wind-induced
    circulation in the Bay. The short-term (daily to
    week) variability of the wind field must be taken
    into account.
  • It is surprised that there is no sufficient time
    and spatial coverage of hydrographic survey data
    (water temperature and salinity) in the Bay. We
    even can not build a monthly climatologic field
    of water temperature and salinity in that area.
  • Hot-water from the Power Plant might change the
    stratification in the HMB and thus has an impact
    on the Narragansett Bay

16
Narragansett/Mount Hope Bay Model System
17
Meso-Scale Meteorological Model (MM5) Domain
NB Domain
Large Domain
9 km
3 km
27 km
18
FVCOM Domain
19
Phase (Degree)
Amplitude (m)
Maximum Error Amplitude 5 cm Phase 5o
20
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21
Flood Tidal Period
22
Ebb tidal period
23
Residual Current Comparison with different
horizontal resolution
Fine Resolution 50-70 (m)
Coarse Resolution 200-250 (m)
24
Select moment for the resolution effect comparison
April 8, 2001 at 1900 GMT
Kincaid (URI) ADCP Data Clear Showed Tide pumping
Coarse Resolution
Fine Resolution
25
Select moment for the resolution effect comparison
April 8, 2001 at 2300 GMT
Kincaid (URI) ADCP Data Clear Showed a persistent
outflow along the west boundary of the East
Passage
Fine Resolution
Coarse Resolution
26
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27
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28
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29
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30
Show a movie for temperature plume by power plan
31
Tide only
32
Tide Rivers
33
TideRiversWinds
34
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35
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36
To under the tide-, river-discharge, and
wind-induced circulation in the Narragansett Bay,
we need
  • Develop the high-resolution coupled
    atmosphere-ocean model system
  • Develop a regional monitoring network to measure
    the currents, water temperature and salinity.

Needs for developing the coastal management
system for Narragansett Bay
  • Develop the high-resolution water quality model
    driven by realistic meteorological forcing and
    high-resolution model-derived circulation and
    mixing
  • Increases the coverage of nutrients and DO
    measurements in both space and times.

37
THE COUPLED Proposed Ecosystem Model System
Assimilation
Forcings
NCAR-ETA Weather Model
  • Real-time tidal forcing (M2, S2, N2, O1, and K1)
  • River discharges
  • Other open boundary forcings

Buoys Satellite
MM5 (WRF)
Winds Heat flux
SST CTD Currents
FVCOM
Water Quality Model
Sediment Model
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