Annexe 2 : Données de précipitations
|
PERIODE D'OBSERVATION ENTRE 1974 ET 1988
|
|
AUTOMNE
|
HIVER
|
PRINTEMPS
|
ETE
|
TOTAL mm /an
|
|
Stations Météorologiques
De la
Maamora
|
S
|
O
|
N
|
D
|
J
|
F
|
M
|
A
|
M
|
J
|
JL
|
A
|
|
AIN ASSOU
|
5.3
|
32.0
|
47.3
|
63.7
|
56.16
|
69.82
|
53.68
|
48.15
|
25.43
|
3.3
|
0.4
|
1.2
|
406.2
|
|
AIN KABLIA
|
4.0
|
33.8
|
50.9
|
77.5
|
82.4
|
68.6
|
48.9
|
53.5
|
23.9
|
3.4
|
0.2
|
1.3
|
448.4
|
|
AIN SBAA
|
4.2
|
42.3
|
58.8
|
82.3
|
79.5
|
74.4
|
47.6
|
55.6
|
44.7
|
4.0
|
0.0
|
1.5
|
494.9
|
|
AIN JOHRA
|
7.9
|
33.5
|
48.6
|
76.1
|
56.4
|
59.8
|
55.3
|
62.6
|
34.6
|
3.3
|
0.01
|
1.3
|
439.4
|
|
BIR CHLEUH
|
6.7
|
33.2
|
47.2
|
76.4
|
61.8
|
72.2
|
56.3
|
51.0
|
34.2
|
3.7
|
0.9
|
1.7
|
445.3
|
|
BLED DENDOUN
|
4.8
|
39.0
|
57.6
|
85.7
|
89.4
|
79.7
|
57.1
|
77.4
|
18.1
|
7.3
|
0.03
|
0.8
|
516.9
|
|
DAR SALEM
|
3.0
|
33.4
|
44.1
|
77.8
|
58.5
|
73.2
|
57.6
|
63.2
|
26.3
|
3.2
|
0.03
|
0.5
|
440.8
|
|
DAR BEN HCINE
|
5.4
|
28.8
|
47.0
|
69.1
|
56.3
|
71.2
|
48.6
|
54.9
|
25.8
|
4.7
|
0.1
|
2.0
|
413.9
|
|
MECHRA EL KETANE
|
5.8
|
35.9
|
61.6
|
92.5
|
80.1
|
83.5
|
54.4
|
65.0
|
32.8
|
3.8
|
0.2
|
2.3
|
517.9
|
|
MEHDIA
|
4.6
|
49.9
|
74.0
|
95.5
|
79.5
|
80.8
|
43.9
|
57.1
|
29.6
|
2.3
|
0.1
|
0.2
|
508.2
|
|
SIDI ALLAL BAHRAOUI
|
7.5
|
37.9
|
51.4
|
83.2
|
76.2
|
89.1
|
54.2
|
56.9
|
33.0
|
5.0
|
0.1
|
1.4
|
495.9
|
|
SMENTO SUD
|
7.3
|
36.7
|
52.6
|
72.2
|
71.9
|
73.6
|
49.8
|
59.3
|
27.7
|
4.6
|
0.1
|
2.0
|
457.8
|
|
SIDI AMIRA
|
3.3
|
48.2
|
55.9
|
87.9
|
77.3
|
86.6
|
67.1
|
71.3
|
27.5
|
5.1
|
1.7
|
0.0
|
531.9
|
(Mandouri, 1990)
76
Annexe 3 : Tableau de comparaison des facteurs Exper1
:
Maximum Eigen Value =4.2345
|
critère
|
Continentalité
|
Topo- édaphique
|
Type de sol
|
Pente du
terrain naturel
|
Poids de
chacun des critères
|
|
Continenta lité
|
1
|
2
|
3
|
5
|
0.407093
|
|
Topo- édaphique
|
1/2
|
1
|
3
|
4
|
0.24608 27
|
|
Type de sol
|
1/3
|
3
|
1
|
5
|
0.292622
|
|
Pente du
terrain naturel
|
1/5
|
1/4
|
1/5
|
1
|
0.0542025
|
Expert 2
|
critère
|
Continentalité
|
Topo- édaphique
|
Type de sol
|
Pente du
terrain naturel
|
Poids de
chacun des critères
|
|
Continenta lité
|
1
|
4
|
6
|
7
|
0.606675
|
|
Topo- édaphique
|
1/4
|
1
|
4
|
5
|
0.248739
|
|
Type de sol
|
1/6
|
1/4
|
1
|
2
|
0.0876223
|
|
Pente du
terrain naturel
|
1/7
|
1/5
|
1/2
|
1
|
0.056964
|
Maximum Eigen Value =4.16387 C.I.=0.0546228
| 
