Environmental Engineering Reference
In-Depth Information
(7.2) realistically describes the velocity profile in the surface layer and allows cal-
culating u T
u
through U ( z ) measured or modelled at any height z between 5 h 0
and 10 1 h .
Over very rough surfaces, the downward transfer of momentum is performed by
pressure forces caused by flow-obstacle interactions, and characterized by h 0 and the
maximal velocity in the roughness layer: U R
u . Assuming that z 0 u depends only
on these two parameters yields z 0 u
h 0 ( u drops out for dimensionality reasons).
Classical experiments with the sand roughness confirmed this conclusion and gave
z 0 u
1
30 h 0 (Monin and Yaglom, 1971). For actual land surfaces, z 0 u /
h 0 varies from
1/10 to 1/30 and exhibits dependences on the shape of and the distance between the
roughness elements, but no systematic dependence on u
. Accordingly, land sur-
faces are traditionally characterized by their roughness lengths considered as con-
stant parameters independent on the wind speed and stratification.
A few authors did observe that z 0 u could depend on stratification (Arya, 1975;
Joffre, 1982; Wood and Mason, 1991; Hasager et al., 2003; Grachev et al., 1997)
or discuss a possibility of increases in z 0 u due to convective plumes developing
between warm roughness elements (Coelho and Hunt, 1989; Zilitinkevich et al.,
2006a,b). Nevertheless the traditional consensus was not shaken and, to the best of
the authors' knowledge, neither theoretical models nor systematic empirical analy-
ses of the stratification effects on z 0 u have been developed.
To analyze stratified atmospheric flows over rough land surfaces we, in the
regular way, employ the Monin-Obukhov length scale (Monin and Obukhov,
1954):
u 3
F 1
b
L
=−
,
(7.3)
Where F b is the vertical turbulent flux of buoyancy (defined as b
=
g
ρ/ρ 0 ,
ρ
is fluid
density,
ρ 0 is its reference value, and g is the acceleration of gravity). In the atmo-
sphere, F b
( g
/
T ) F θ , where T is a reference value of the absolute temperature and
F θ
. As a general rule, the role of stratification
is negligible at z<<L ; but becomes crucial as z
is the flux of potential temperature,
L or larger (Monin and Yaglom,
1971). Especially for urban and woodland canopies with h 0
20-50m, comparable
values of L are quite often observed, so that one can expect a pronounced effect of
stratification upon z 0 u .
We emphasize that physically z 0 u is not a geometric feature of the surface but a
measure of the depth of a sub-layer within the roughness layer with, say, 90% of
the velocity drop from its maximal value, U R
h 0 .Giventhe
roughness-layer eddy viscosity scale ( K M 0 ) the above definition allows estimation
of z 0 u from the conventional formula
u
, approached at z
u 2
τ =
K M 0
U
/∂
z taking
τ
and
U
/∂
z
z 0 u , which gives 2
U R /
z 0 u
u
/
2 Equation (7.4) is principally similar to the familiar “smooth-surface roughness length” formula-
tion: z 0 u ν/
u
, with the only difference that K M 0 is substituted to
ν
.
 
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