Settling sediments	back
erosi	erosion of a settling sediment 9.5.2 Erosion
deposi	deposition of a settling sediment 9.5.3 Deposition
rouse	diffusion of a settling sediment 9.5.1 Diffusion und Sinken
Stably density stratified fluids	back
strash	plain free shear layer (vertical mixing) in stratified fluid 9.4.2 Ebene Scherschicht
loglinlaw	stably stratified wall boundary layer 9.4.3 Wandgrenzschicht
isoconst	decay of isotropic turbulence in stratified fluid 9.4.1 Abklingende isotrope Turbulenz
K-ε turbulence model	back
iso	decay of isotropic turbulence 9.3.1 Abklingende isotrope Turbulenz
isocon	convection of decaying isotropic turbulence 9.3.1 Abklingende isotrope Turbulenz
oszi	oszillating grid tank test, diffusion of decaying isotropic turbulence. 9.3.2 Oscillating-Grid-Tank
loglaw	log-law layer, constant shear 9.3.3 Logarithmisches Wandgesetz
hofresh	plain free shear layer (horizontal mixing) 9.3.4 Ebene Scherschicht
fresh	plain free shear layer (vertical mixing) 9.3.4 Ebene Scherschicht
Basic model	back
kanal	straight open channel testing non-orthogonal elements 9.2.1 Gerader Kanal
bucht	tide in a schematic bay with large intertidal flats 9.2.2 Tide in einer Bucht
staup	stagnation point, potential theory 9.2.3 Potential-Staupunktströmung
wandver	laminar wall boundary layer (vertical) 9.2.4 Laminare Grenzschicht
wandh	laminar wall boundary layer (horizontal) 9.2.4 Laminare Grenzschicht
qd	A concentration, produced by a constant source, is transported by diffusion into the ground. 9.2.5 Diffusion von Konzentrationen
rr	solid body rotation, regular mesh 9.2.6 Starrkörperrotation
ru	solid body rotation, irregular mesh 9.2.6 Starrkörperrotation
rinnkon	convection of concentrations and turbulence quantities 9.2.7 Konvektiver Transport
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