Rotating shallow-water equations
For an inviscid uniform-density layer over a flat fixed bottom, depth-averaged motion obeys u_t+u·∇_hu+fe_z×u=−g∇_hh and h_t+∇_h·(hu)=0.
Key knowledge
For an inviscid uniform-density layer over a flat fixed bottom, depth-averaged motion obeys u_t+u·∇_hu+fe_z×u=−g∇_hh and h_t+∇_h·(hu)=0. Thickness h>0 determines hydrostatic pressure gradients while horizontal flux divergence changes water storage. A reduced-gravity active layer uses its specified restoring coefficient g′ instead of free-surface gravity g.
Values and equations
u_t+u·∇_hu+fe_z×u=−g∇_hh; h_t+∇_h·(hu)=0
- u
- depth-averaged horizontal velocity vector m s⁻¹
- h
- positive layer thickness above a flat bottom m
- f
- local Coriolis parameter s⁻¹
- g
- free-surface gravitational restoring coefficient m s⁻²
- e_z
- upward unit vector 1
- t
- time s
Conditions and scope
- Hydrostatic long horizontal scales relative to layer depth, negligible vertical velocity structure, incompressible constant density, no mass source, stress or topographic pressure term in this displayed flat-bottom model.
- Supply initial state and boundary conditions. Variable bottom relief, wind/bottom stress, multiple layers, compressibility and short nonhydrostatic waves need explicitly modified terms; depth averaging is not a full three-dimensional closure.
Sources · 1
References
Sources retain their recorded scope. A source link alone does not establish verification of every statement.
Evidence and review
Read actual§2.1 control-volume mass equations1–8 and hydrostatic momentum equations9–16 plus reduced-gravity definition. Specialized to the flat-bottom free-surface limit, with the reduced-gravity variant separately named; no simulation or numerical-discretization claim.
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Entry details
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- uni-earth-shallow-water-dynamics
- Revision
- core.1
- Structured reference record
- University core expansion