Our Oceanography Study's YBJ Upper Boundary Condition: How We Found It

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26 May 2024

Authors:

(1) Scott Conn, California Institute of Technology, Pasadena, California;

(2) Joseph Fitzgerald, California Institute of Technology, Pasadena, California;

(3) Jorn Callies, California Institute of Technology, Pasadena, California.

Abstract and Intro

Observations

Models

Results

Discussion

Conclusion

APPENDIX A

APPENDIX B

APPENDIX C

References

APPENDIX B

YBJ Upper Boundary Condition

Beginning from (A3) with the choice C = 0, we can vertically integrate from ๐‘ง = โˆ’๐ป to ๐‘ง = 0 and use ๐‘€ = 0 at ๐‘ง = โˆ’๐ป to arrive at

The no-normal flow condition is imposed by requiring โˆ‡๐‘€ = 0 at ๐‘ง = 0 (Young and Ben Jelloul 1997), which eliminates the advection and dissipation terms. We then horizontally average (denoted by ยท) equation (B1). Because ๐‘€(๐‘ฅ, ๐‘ฆ,0,๐‘ก) has no horizontal structure, it is equal to its horizontal average. On a horizontally periodic domain, all but two terms vanish in the averaged equation:

Because the forcing is horizontally uniform in all of our simulations, this reduces to (13). Note that subtracting (B2) from (B1) yields a condition on the integral of ๐ด:

This paper is available on arxiv under CC 4.0 license.