An Assimilating Tidal Model for the Bering Sea Mike Foreman, Josef Cherniawsky, Patrick Cummins Institute of Ocean Sciences, Sidney BC, Canada - PowerPoint PPT Presentation

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An Assimilating Tidal Model for the Bering Sea Mike Foreman, Josef Cherniawsky, Patrick Cummins Institute of Ocean Sciences, Sidney BC, Canada

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Title: An Assimilating Tidal Model for the Bering Sea Mike Foreman, Josef Cherniawsky, Patrick Cummins Institute of Ocean Sciences, Sidney BC, Canada


1
An Assimilating Tidal Model for the Bering Sea
Mike Foreman, Josef Cherniawsky, Patrick
CumminsInstitute of Ocean Sciences, Sidney BC,
Canada
  • Outline
  • Background
  • Tidal model inverse
  • Energy fluxes and dissipation
  • Energy budget mass conservation
  • Summary

2
Background
  • complex tidal elevations flows in the Bering
    Sea
  • Large elevation ranges in Bristol Bay
  • Large currents in the Aleutian Passes
  • both diurnal semi-diurnal amphidromes
  • Large energy dissipation (Egbert Ray, 2000)
  • Seasonal ice cover
  • Internal tide generation from Aleutian channels
    (Cummins et al., 2001)
  • Relatively large diurnal currents that will have
    18.6 year modulations
  • Difficult to get everything right with
    conventional model
  • Need to incorporate observations
  • data assimilation

3
(No Transcript)
4
The Numerical Techniques
  • Barotropic finite element method FUNDY5SP
    (Greenberg, Lynch)
  • linear basis functions, triangular elements
  • e-i?t time dependency, ? constituent frequency
  • solutions (?,u,v) have form Aeig
  • FUNDY5SP adjoint model
  • development parallels Egbert Erofeeva (2002) ,
    Foreman et al. (2004)
  • representers Bennett (1992, 2002)

5
Grid Forcing
  • 29,645 nodes, 56,468 triangles
  • variable resolution 50km to less than 1.5km
  • Tidal elevation boundary conditions from TP
    crossover analysis
  • Tidal potential, earth tide, SAL

6
Tidal Observations? from 300 cycle harmonic
analysis at TP crossover sites (Cherniawsky et
al., 2001)
7
Assimilation Details
  • de-couple forward/adjoint equations by
    calculating representers
  • Representers basis functions (error covariances
    or squares of Greens functions) that span the
    data space as opposed to state space
  • one representer associated with each observation
  • optimal solution is sum of prior model solution
    and linear combination of representers
  • Adjoint wave equation matrix is conjugate
    transpose of the forward wave equation matrix
  • covariance matrices assume 200km de-correlation
    scale

8
Elevation Amplitude Major Semi-axis of a
sample M2 Representer (amplitude normalized to
1 cm)
  • these fields are used to correct initial model
    calculation

9
Model Accuracy (cm) average D at 288 T/P
crossover sites
10
Corrected Elevation Amplitudes
11

  • M2 vertically-integrated energy flux
  • (each full shaft in multi-shafted vector
    represents 100KW/m)

12

  • K1 vertically-integrated energy flux
  • (each full shaft in multi-shafted vector
    represents 100KW/m)

13
Energy Flux Through the Aleutian Passes
14
Energy Flux Through the Aleutian Passes Bering
Strait(Vertically integrated tidal power (GW)
normal to transects)
15
M2 Dissipation from Bottom Friction (W/m2)
  • Mostly in Aleutian Passes shallow regions like
    Bristol Bay
  • Bering Sea accounts for about 1 of global total
    of 2500GW

16
K1 Dissipation from Bottom Friction (W/m2)
  • K1 dissipation accounts for about 7 of global
    total of 343GW
  • Mostly in Aleutian Passes, along shelf break,
    in shallow regions
  • Strong dissipation off Cape Navarin as shelf
    waves must turn corner
  • enhances mixing and nutrient supply
  • significant 18.6 year variations

17
Ratio of average tidal bottom friction
dissipation April 2006 vs April 1997.
18
Energy Budget Mass Conservation
  • Energy budget can be derived by taking dot
    product of
  • with discrete version of 3D momentum
    equation
  • (neglecting tidal potential, earth tide, SAL)
  • where are bottom
    vertically-integrated velocity, k is bottom
    friction, H is depth, ? is density, g is gravity,
    f is Coriolis, ? is surface elevation.

19
Energy Budget Mass Conservation
  • Re-expressing gradient term
  • gives
  • Customary to use continuity to replace 1st term
    on rhs

20
Energy Budget Mass Conservation
  • But finite element methods like QUODDY, FUNDY5,
    TIDE3D, ADCIRC dont conserve mass locally.
  • need to include a residual term
  • Making this substitution taking time averages
  • eliminates the time derivatives
  • Finally, taking spatial integrals using Gausss
    Theorem
  • where is unit vector normal to
    boundary

21
Energy Budget Mass Conservation
  • We get the energy budget
  • which has an additional term due to a lack of
    local mass conservation

22
Energy Budget Mass Conservation
  • Spurious rc term can be significant

23
Energy Budget Mass Conservation
  • With original FUNDY5SP solution for M2, energy
    associated with rc is 23 of bottom friction
    dissipation
  • assimilation of TOPEX/Poseidon harmonics can
    reduce this contribution to 9
  • But it can never be eliminated unless mass is
    conserved locally

24
Summary
  • many interesting physical numerical problems
    associated with tides in the Bering Sea
  • Adjoint has been developed for FUNDY5SP applied
    to Bering Sea tides
  • representer approach is instructive way to solve
    the inverse problem

25
  • Summary (contd)
  • If mass is not conserved locally, there will be a
    spurious term in the energy budget
  • It will disrupt what should be a balance between
    incoming flux dissipation
  • The imbalance can be significant
  • Yet another reason that irregular-grid methods
    should conserve mass locally
  • More details in Foreman et al., Journal of Marine
    Research, Nov 2006
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