The equation for mean wind velocity at a height above
terrain is defined as follows:
where
cr(z) | = | roughness
factor |
co(z) | = | orography
factor |
Terrain Roughness
Factor, cr(z): Section 4.3.2
It accounts for the variability of the mean wind
velocity at the site of the structure due to height above ground level and the
ground roughness of the terrain upwind of the structure in direction of wind.
| (4.4) |
where
zo | = | roughness
length |
kr | = | terrain factor depending on the roughness length,
zo
| (4.5) |
|
z0,II | = | 0.05m
(terrain category II, Table 4.1) |
zmin | = | the minimum
height defined in Table 4.1 |
zmax | = | the
maximum height (taken as 200m) |
Terrain
category |
zo (m) |
zmin (m) |
0 |
0.003
|
1 |
I |
0.01 |
1 |
II |
0.05 |
2 |
III |
0.3 |
5 |
IV |
1.0 |
10 |
Table 4.1 - Terrain categories and terrain
parameters
Note: For buildings taller
than 200m,
zmax = 200m is assumed.
Terrain Orography
Factor, co(z): Section 4.3.3
The orography factor reflects effects of hills and cliffs
in wind velocity and the code refers to Annex 3 (A.3) for its calculation.
Section NA.2.9 also recommends use of the method given in A.3.
If orography is not significant, co(z) = 1 should be used. Otherwise, it is
calculated according to A.3.
| (A.2) |
| (A.3) |
where
Φ | = | upwind slope (i.e.,
Φ = H/Lu) |
s | = | orographic location
factor |
A detailed procedure of calculation of orographic
location factor, s, is given in Annex (A.3).
Equations (A.4) - (A.13) are implemented based on chosen landform profile
(upwind, downwind for cliffs & escarpments, and downwind for hills &
ridges). For this reason, valid values for X, H, Lu, and Ld distances (see
Figures A.2 and A.3 in Annex A) are expected.
It should be noted that if calculated value of
co is less than 1.0, it is internally
set to 1.0. Also note that co is always
calculated at the building height. If orograph is not important,
co = 1 should be used.