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Observational and Numerical Observational and Numerical Study of Ocean Dynamics over Study of Ocean Dynamics over Canadian Atlantic Coastal Waters Canadian Atlantic Coastal Waters ) and Li ) Jinyu Sheng ( (


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Observational and Numerical Observational and Numerical Study of Ocean Dynamics over Study of Ocean Dynamics over Canadian Atlantic Coastal Waters Canadian Atlantic Coastal Waters

Jinyu Sheng ( Jinyu Sheng (申锦瑜 申锦瑜) and Li ) and Li Zhai Zhai ( (翟 翟 丽 丽) ) Department of Oceanography Department of Oceanography Dalhousie University, Canada Dalhousie University, Canada ( (加拿大 加拿大 达尔豪斯大学 达尔豪斯大学 海洋系 海洋系) )

Collaborators: Collaborators: Bo Yang, Kyoko Bo Yang, Kyoko Ohashi Ohashi, John Cullen, Keith Thompson , John Cullen, Keith Thompson Mike Dowd, Richard Mike Dowd, Richard Greatbatch Greatbatch, Hal Ritchie, Jun Zhao, , Hal Ritchie, Jun Zhao, Liang Wang Liang Wang

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Contents Contents

Part One: Development and application of a nested-grid modeling system (presented by Jinyu Sheng) Part Two: Baroclinic circulation in Lunenburg Bay in summer and fall 2003 (presented by Li Zhai)

2.1 Analysis of observations in summer and fall 2003 2.1 Analysis of observations in summer and fall 2003 2.2 Process study of 2.2 Process study of baroclinic baroclinic dynamics dynamics 2.3 Simulating 3D circulation in summer and fall 2003 2.3 Simulating 3D circulation in summer and fall 2003 2.4 Data assimilation using the pressure 2.4 Data assimilation using the pressure-

  • correction method

correction method 1.1 Canadian coastal ocean observatory 1.1 Canadian coastal ocean observatory: : CMEP CMEP-

  • Bay

Bay 1.2 The 5 1.2 The 5-

  • level nested

level nested-

  • grid coastal circulation prediction

grid coastal circulation prediction system (NCOPS system (NCOPS-

  • LB)

LB) 1.3 Storm 1.3 Storm-

  • induced circulation during tropical storm

induced circulation during tropical storm Alberto Alberto

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1.1 Canadian Coastal Ocean Observatory 1.1 Canadian Coastal Ocean Observatory

  • The coastal ocean observatory (

The coastal ocean observatory (CMEP CMEP-

  • Bay

Bay) was ) was established in summer of 2002. established in summer of 2002.

  • It provides continuous real

It provides continuous real-

  • time observations of

time observations of marine environmental variables in spring to fall of marine environmental variables in spring to fall of last 6 years. last 6 years.

  • The observatory was operational when

The observatory was operational when Hurricane Hurricane Juan Juan made land fall within 50 km of the site in made land fall within 50 km of the site in September, 2003 and September, 2003 and tropical storm Alberto tropical storm Alberto in June in June 2006. 2006.

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  • Canadian scientists established a coastal ocean observatory in

Lunenburg Bay, Nova Scotia, as part of a research project of marine environmental observation and prediction in the Atlantic Ocean of Canada.

  • Funding agencies provided ~$3.6

millions for research infrastructure and ~$7 millions for research funding for 7 years.

  • The observing system measures

physical, biological, chemical and atmospheric variables.

Centre of Marine Environmental Prediction Centre of Marine Environmental Prediction (CMEP) (CMEP)

Lunenburg Bay is a

shallow coastal embayment

8 km by 4 km with

water depth less than 30 m

Halifax, Nova Scotia

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Ocean Observing System in Lunenburg Bay, Nova Ocean Observing System in Lunenburg Bay, Nova Scotia as part of CMEP Scotia as part of CMEP-

  • Bay

Bay

Old Town Lunenburg--- UNESCO World Heritage Site

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C CMEP MEP-

  • Bay: Forecast System Using Measurements

Bay: Forecast System Using Measurements from Land and Sea from Land and Sea

Biology & Sediment Models Remote Sensing & Ocean Observatories

Sea Level, Currents Temp, Salinity

Circulation Model Atmospheric Model

Pressure, Winds, Fluxes,…

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An interdisciplinary coupled An interdisciplinary coupled modeling modeling system system

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1.2 Nested 1.2 Nested-

  • Grid

Grid Coastal Ocean Circulation Coastal Ocean Circulation Prediction System (NCOPS Prediction System (NCOPS-

  • LB)

LB)

  • Five sub

Five sub-

  • models with different horizontal

models with different horizontal resolutions resolutions

  • Based on Dalcoast3 (POM) and CANDIE.

Based on Dalcoast3 (POM) and CANDIE.

  • One

One-

  • way nesting (

way nesting (two two-

  • way nesting based on SPM

way nesting based on SPM will be implemented will be implemented) )

  • Driven by astronomical forcing (

Driven by astronomical forcing (WebTide WebTide) and ) and meteorological forcing (forecast products produced meteorological forcing (forecast products produced by Meteorological Service of Canada, MSC) by Meteorological Service of Canada, MSC) Main Features:

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Dalcoast3_2D Dalcoast3_3D

Inner Scotia Shelf

Three-bay model

Lunenburg Bay model

WebTide

CANDIE2

(L1) (L2) (L3) (L4) (L5)

NCOPS NCOPS-

  • LB

LB

POM1

1Thompson et al., CRS, 2007; Ohashi et al., JGR, 2008 2Wang et al., JPO, 2007; Zhai et al., CRS, 2007; Zhai et al., JGR, 2008

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CANDIE CANDIE

  • CANDIE stands for CANadian version of Diecast.
  • A primitive-equation, z-level ocean circulation model developed

by Sheng, Wright, Greatbatch and Dietrich (1998) from Diecast.

  • The fourth-order numerics, flux limiter and implicit free surface.
  • CANDIE has been applied to various shelf circulation modeling

problems (e.g., Sheng et al., Jtech, 1998; Lu et al. CFAS, 2001; Sheng, JPO, 2001; Sheng et al., JGR, 2001; Sheng & Tang, JPO, 2003; Sheng & Tang, OD, 2004; Sheng & Wang, JGR, 2004;Wang et al., JPO, 2007; Sheng et al., PiO, 2006; Sheng & Rao, CSR, 2006; Tang et. al., JGR, 2006, Sheng et al., JGR, 2007; Yang et al., OD, 2007; Wang et al., JPO, 2007; Zhai et al., CRS, 2007, Zhai et al., JGR, 2008; Zhai et al., CRS, 2008; Sheng et al., JMS, 2008).

  • Website: www.phys.ocean.dal.ca/programs/CANDIE
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Dalcoast3D ~9 km Dalcoast3D ~7 km CANDIE ~500 m CANDIE ~1.1 km CANDIE ~180 m

(L1) (L2) (L3) (L4) (L5)

Developed by Keith Thompson and his colleagues

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1.3 Storm 1.3 Storm-

  • Induced Circulation during

Induced Circulation during Alberto Alberto

The first tropical storm of the 2006 Atlantic

hurricane season.

Formed on June 10 in the northwestern Caribbean

Sea, and moved northward and then northeastward with a peak intensity of 110 km/h.

Moved through eastern Georgia, North Caroline and

Virginia as a tropical depression before becoming an extra-tropical storm on June 14.

The remnants of Alberto produced strong winds and

left four people missing in Atlantic Canada.

Tropical Storm Alberto in June 2006:

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Storm Track of Tropical Storm Alberto

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(June 15 - 18, 2006)

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Comparison of observed and Comparison of observed and simulated surface elevations simulated surface elevations

Model performance of NCOPS Model performance of NCOPS-

  • LB

LB

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Comparison of observed and simulated currents at SB2 and SB3

SB2 SB3

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Comparison of observed and simulated M2 tidal current ellipses at SB2, SB3 and MB1

SB2 SB3 MB1

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Model SST and near-surface currents (18:00 July 1 2006) MODIS SST Data (by courtesy of Chris Jones)

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Model SST and near-surface currents (18:00 July 1 2006) MODIS SST Data (by courtesy of Chris Jones)

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Comparison of observed Comparison of observed and simulated SST and simulated SST

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Eigenvectors and mode coefficients of at 3.5 m (solid arrow) and 8.5 m (open arrow) from day 155 to 175. Velocity vectors are plotted at every 5th grid point.

EOF1 EOF2

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Model Sensitivity Study Model Sensitivity Study

Control Run Exp-RGW Exp-LWF

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Outline of Part 2 Outline of Part 2

2.1 Data analysis of observations 2.1 Data analysis of observations 2.2 2.2 Process study of Process study of baroclinic baroclinic dynamics dynamics 2.3 Numerical simulation of 3D circulation 2.3 Numerical simulation of 3D circulation 2.4 Data assimilation using the pressure 2.4 Data assimilation using the pressure-

  • correction method

correction method 2.5 Summary 2.5 Summary

References: (a) Zhai, Ph.D thesis, 2008; (b) Zhai et al., CSR, 2007; (c) Zhai et al., CSR, 2008 (in press); (d) Zhai et al., JGR-Oceans, 2008.

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To have better understanding of To have better understanding of baroclinic baroclinic dynamics, water mass distributions, and dynamics, water mass distributions, and associated variability over coastal waters using associated variability over coastal waters using

  • bservations and three
  • bservations and three-
  • dimensional ocean

dimensional ocean circulation models. circulation models.

The Main Objective of Part 2: The Main Objective of Part 2:

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2.1 Data Analysis of Observations (Aug 2.1 Data Analysis of Observations (Aug-

  • Oct, 2003)

Oct, 2003)

Halifax

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Hurricane Juan (Sep. 29, 2003) Hurricane Juan (Sep. 29, 2003)

Nova Scotia

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Coastal Upwelling (2003) Coastal Upwelling (2003) (Satellite MODIS SST) (Satellite MODIS SST)

  • Aug. 28
  • Sep. 8
  • Aug. 19
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Observed Temperature/Salinity Observed Temperature/Salinity in Lunenburg Bay in Lunenburg Bay

(August 13 (August 13-

  • October 27, 2003)

October 27, 2003) Juan (Sep. 29)

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Low Frequency (>10 days) Variability of Observed T/S Low Frequency (>10 days) Variability of Observed T/S at SB3 at SB3 (August 13 (August 13-

  • October 27, 2003)

October 27, 2003)

Halifax Area-averaged satellite SST Near-surface T/S at Station 2 Temperature Salinity

Juan (Sep. 29)

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High High-

  • frequency (

frequency (1 1-

  • 10 days

10 days) Variability of ) Variability of Temperature Temperature at at SB2 SB2 (August 13 (August 13 -

  • September 7, 2003)

September 7, 2003)

MB1

K2: proportion of the

  • bserved T accounted

for by statistical model

Observed Fitted Predicted

∆t = 2 hours n = 6

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Variability of Observed Non Variability of Observed Non-

  • Tidal Currents

Tidal Currents ( (E Empirical mpirical O Orthogonal rthogonal F Function Analysis unction Analysis) )

3 m 8 m Mode 1 (47%) Mode 2 (20%) cm/s r=0.49 r=0.38

SB3 MB1 SB2

Juan Juan

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Heat Budget Analysis ( Heat Budget Analysis (August 13 August 13-

  • October 27, 2003

October 27, 2003) )

EOF-1

Time-depth distribution of T at SB3 Heat budget at SB3

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2.2 Process Study of 2.2 Process Study of Baroclinic Baroclinic Dynamics Dynamics Using a Linear Multi Using a Linear Multi-

  • mode Model

mode Model

Main Features and Model Setup: Model equation is solved by the normal mode approach. Ten dynamic modes are used for the calculation. Density anomaly and baroclinic currents are calculated. Driven by wind forcing only. Realistic coastline with uniform water depth of 15 m.

References: Gill and Clarke, 1974; McCreary, 1981; Davidson et al, 2001; Heaps, 1971

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Hydrographic Measurements Hydrographic Measurements

(September 6, 2003) (September 6, 2003)

Density Temperature Salinity Buoyancy frequency Pressure modes

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LB MB +LB

Near Near-

  • surface Currents and Density Anomaly

surface Currents and Density Anomaly

(Linear Multi (Linear Multi-

  • mode Model, Flat bottom)

mode Model, Flat bottom)

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LB LB LB+MB LB+MB Comparison of Comparison of Isopycnal Isopycnal Depths at Depths at SB3 SB3

Obs. Model

Aug.13 Aug.13 Sep.7 Sep.7

Wind Stress Wind Stress

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References:

Sheng, Wright, Greatbatch, Dietrich,1998; Lu et al., 2001; Sheng and Wang, 2004

2.3 Simulation using a 2 2.3 Simulation using a 2-

  • Level Nested

Level Nested-

  • Grid System

Grid System

  • CANDIE

CANDIE

  • Resolution

Resolution Inner: ~200 m Inner: ~200 m Outer: ~500 m Outer: ~500 m 24 z 24 z-

  • levels

levels

  • OBCs

OBCs

  • Initial T/S

Initial T/S T S

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Model Forcing ( Model Forcing (August August-

  • October, 2003

October, 2003) )

Wind Stress Tides and RGWs Surface Heat Flux

Juan

Surface Freshwater Flux (Diagnosed)

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Near Near-

  • surface Non

surface Non-

  • tidal Currents

tidal Currents

(September 17 (September 17-

  • October 20, 2003

October 20, 2003) )

EOF1 (>43%) Mode coefficient

  • bserved

simulated

Wave-induced currents play an important role!!

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Comparison of Temperatures at SB3 Comparison of Temperatures at SB3

(August (August-

  • October, 2003)

October, 2003) Observed Simulated Difference Juan

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Comparison of Temperatures at SB3 Comparison of Temperatures at SB3

(August (August-

  • October, 2003)

October, 2003) Observed Simulated Difference Juan

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2.4 Data Assimilation 2.4 Data Assimilation

Pressure-correction method: correcting the wind stress error in the model through the pressure gradient term in momentum equations, and leaving tracer equations fully prognostic. (Bell et al., 2004; Sheng et al., 2001) where where

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Horizontal Distribution of Horizontal Distribution of Transfer Function Transfer Function for T/S for T/S (at 1.5 m depth) (at 1.5 m depth)

Temperature Salinity

SB3 SB3

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Comparison Comparison of Temperatures

  • f Temperatures

at SB3 at SB3

Without assimilation Without assimilation With assimilation With assimilation

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Summary Summary (

(Part One Part One) )

  • A 5-level nested-grid coastal circulation prediction

system (NCOPS-LB) was developed recently for Canadian Atlantic coastal waters.

  • The nested-grid model was used in simulating storm-

induced circulations during Hurricane Juan (2003) and tropical storm Alberto (2006).

  • Observations made in Lunenburg Bay were used to

assess the performance of NCOPS.

  • Future work includes better specification of fluxes over

the transition zone of outer and inner models and the use of two-way nesting based on the semi-prognostic method.

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Summary ( Summary (Part Two Part Two) )

Observations demonstrated that circulation and Observations demonstrated that circulation and surface heat flux play important roles in heat budget surface heat flux play important roles in heat budget

  • f Lunenburg Bay.
  • f Lunenburg Bay.

The propagation of Kelvin waves plays an The propagation of Kelvin waves plays an important role in generating coastal important role in generating coastal upwelling/ upwelling/downwelling downwelling in the bay. in the bay. The pressure correction method is useful to improve The pressure correction method is useful to improve the model performance in simulating water mass the model performance in simulating water mass distributions in the bay. distributions in the bay.

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Thank You! Thank You!

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Comparison of Horizontal Transport Stream Comparison of Horizontal Transport Stream-

  • function

function (day 240 (day 240-

  • 250)

250)

Without Assimilation Without Assimilation With Assimilation With Assimilation Difference (b Difference (b-

  • a)

a)

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Model Model-

  • calculated Near

calculated Near-

  • surface Currents

surface Currents and Temperatures and Temperatures (Inner Model) (Inner Model)

Wind Barotropic

Day 234 Day 235.6 Day 237.8