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28 Cards in this Set

  • Front
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Heat budget

Qt = Qs - (Qb + Qe + Qh) + Qz

Wien's and Stefan Boltzman

lambda = b/k


Wien: wavelength = inversely proportional to temperature


Qb = ck^4


SB: Qb (back radiation) is temp^4

Qh and Qe

Qh = rhoA*Cs* Cd*U10


Sensible heat: rho air, specific heat air, bulk


Latent heat: rho air, latent heat of vapor, bulk


Qe = rhoA*Le*Cl*U10


VERY HARD

heat content

H^ = Cw*rho*deltaT


specific heat of water = 4186 j/kgºc

heat flux

Qt = (H^*h)/t


h = height of mixed layer

Continuity

0 = 1/rho* DP/Dt + du/dx + dv/dy + dw/dz


mass + volume

langrangian (following flow )

DP/Dt = drho/dt + u*drho/dx + v*drho/dy + w*drho/dz



local term plus advective

depth averaged continuity

hdu = dn/dt


surface height of water* x velocity = change that was replaced below (waves)

Ficks law; spatially changing

Fc = -Kc*dc/dx ; stuff moving back and forth


F^2c/dt = -Kc*d^2c/dx^2 ; as stuff moves, speed of stuff moves



conservation of tracers (molecular)


dS/dt = -uds/dx ... +kc *d^2S/dx^2 ...



advection terms, diffusivity terms

conservation of tracers (turbulent)

dS/dt = -uds/dx... d/dx*Az*dS/dz


vertical more important than horizontal


can't pull out coefficient; turbidity may change

Basin equations

Cons of volume: Vi + R +P = E + Vo


Tres = vol/flux in


Cons of salt: ViSiRhoi = VoSoRhoo

Hydrostatic balance

dP/dz = -rhoG


P = rho*g*n(h)

speeds of 2 horizontal pressure gradients

SS slope


du/dt = -gS/L : accel = -g*elevaton/distance its over



du/dt = -g (rho2 - rho1)h/rho*L

equation of motion (5)



(force balance on rotating earth)

x: drho/dt + u*drho/dx + v*drho/dy + w*drho/dz - FV = -1/pdP/dx + mol & d/dx*Az*du/dz



y = +FU



z = no coriolis, -g on right side



cons volume



cons of mass: continuity = diffusivity



reynolds number

udu/dx: Kc*du/dx: U^2/L: Kc U/L^2


Re = UL/V



v = turbidity of substance, water = 10^-6


advection vs molecular


small number means molecular important

rossby number

udu/dx : fv: U^2/L:FU


Ro = U/fL





advective to coriolis; large for turbulence to matter; (only when small L or very fast U)


Ekman

fv: d/dz*Az*du/dz; fU: Az*U/H^2


Ek = Kz/fH^2


coriolis to turbulence terms ~ 1



advection only important in shallow depths

geostrophic balance

-fv = -1/rho*dP/dx; - fv = -g*dn/dx;


fv = g*S/L



all that's left is coriolis and pressure; coriolis dependent on slope of sea (height over distance)

internal oscillation

d^2u/dt^2 = -f^2


sine/cos



sea spontaneously started by wave

coriolis parameter

f = 2omegasin (lat) ~ 10^-4

wind stress

Tx = PaCdU10



linearly decrease in speed with depth w/otu coriolis


with coriolis integrated transport 90ºR



vertical change in geostrophic speed from horizontal change in density

geostrophic shear

f*dv/dz = -g/rho*drho/x forget this


horizontal density changes lead to vertical geostrophic speed changes



NH: if density decreases eastward, speed increases northward

tidal driven estuary flow

du/dt = -g*dn/dx +Az d^2u/dz^2



accel = slope of surface + turbulent gradient (Friction)

subtidal estuary flow

barotropic + baroclinic = turbulent friction


gdn/dx - g/rho*dp/dx*Z = Az d^2u/dz2

strength of estuary density stratification (strength of river input)

udS/dx = Kz d^2S/dz^2



velocity *mixing = strength of river input

potential vorticity

PV = (f + relative)/H

relative vorticity

dv/dx - du/dy