! TEST ASCE - CANAL 2                       4.10 0
X 0.200000 0.700000 0.005000 0.001000  100   20 0 0 0
*--------->  OUVRAGE EN TRAVERS
V  2  2  1      7.00     99.30     2.500      0.80    101.40      2.30 0 1
V  3  2  1      7.00     98.80     2.500      0.80    100.90      2.30 0 1
V  4  2  1      7.00     98.30     2.500      0.80    100.40      2.30 0 1
V  5  2  1      6.00     97.70     2.300      0.80     99.60      2.10 0 1
V  6  2  1      6.00     97.10     2.300      0.80     99.00      2.10 0 1
V  7  2  1      5.00     96.60     1.900      0.80     98.30      1.80 0 1
V  8  2  1      5.00     96.20     1.900      0.80     97.90      1.80 0 1
*--------->  NOEUD - PRISE ou DEBIT
PRESER Q0N    11.000    0.000   0.00   0.000   0.0000.00   0.000.00  0.00   0.00 0
POFF1  V1W    -1.000    2.000  99.30   1.000   0.1000.80 100.350.00  0.00   0.00 0
POFF2  V1W    -1.000    2.000  98.80   1.000   0.1000.80  99.850.00  0.00   0.00 0
POFF3  V1W    -1.000    2.000  98.30   1.000   0.1000.80  99.350.00  0.00   0.00 0
POFF4  V1W    -1.000    2.000  97.70   1.000   0.1000.80  98.650.00  0.00   0.00 0
POFF5  V1W    -1.000    2.000  97.10   1.000   0.1000.80  98.050.00  0.00   0.00 0
POFF6  V1W    -1.000    2.000  96.60   1.000   0.1000.80  97.450.00  0.00   0.00 0
POFF7  V1W    -1.000    2.000  96.20   1.000   0.1000.80  97.050.00  0.00   0.00 0
POFF8  V1W    -4.000    2.000  95.80   1.000   0.1000.80  96.650.00  0.00   0.00 0
*--------->  STRICKLER                                                                                                  
*---->  BIEF   1
K  1  1 36   50.0000   50.0000
*---->  BIEF   2
K  2  1 18   50.0000   50.0000
*---->  BIEF   3
K  3  1 18   50.0000   50.0000
*---->  BIEF   4
K  4  1 23   50.0000   50.0000
*---->  BIEF   5
K  5  1 23   50.0000   50.0000
*---->  BIEF   6
K  6  1 18   50.0000   50.0000
*---->  BIEF   7
K  7  1 13   50.0000   50.0000
*---->  BIEF   8
K  8  1 13   50.0000   50.0000
*---->  BIEF   9
K  9  1  2   50.0000   50.0000
*--------->  CONDITION AVAL (COURBE DE TARAGE Q(Z))
AEND           0.000    97.500
AEND          10.000    97.510
*--------->  REPARTITION AUX DIFFLUENCES
B  9    14.915
B  8    14.915
B  7    14.915
B  6    14.926
B  5    21.735
B  4    21.741
B  3    26.875
B  2    26.875
B  1    26.875
*-----------> Fichiers photos d'ouvrages et de prises