! TEST ASCE - CANAL 1                       4.10 0
X 0.200000 0.700000 0.005000 0.001000  100   20 0 0 0
*--------->  OUVRAGE EN TRAVERS
V  2  2  1      1.50     99.80     1.100      1.00    100.70      1.00 0 1
V  3  2  1      1.50     96.40     1.100      1.00     97.30      1.00 0 1
V  4  2  1      1.50     94.60     1.000      1.00     95.40      0.90 0 1
V  5  2  1      1.20     92.00     1.100      1.00     92.90      1.00 0 1
V  6  2  1      1.20     87.00     1.100      1.00     87.90      1.00 0 1
V  7  2  1      1.20     82.60     1.000      1.00     83.40      0.90 0 1
V  8  2  1      1.00     78.40     1.000      1.00     79.20      0.90 0 1
*--------->  NOEUD - PRISE ou DEBIT
PGATE1 Q0Q     0.800    0.000   0.00   0.000   0.0000.00   0.000.00  0.00   0.00 0
POFF1  V1W    -0.100    2.000  99.81   0.500   0.1000.60 100.260.00  0.00   0.00 0
POFF2  V1W    -0.100    2.000  96.41   0.500   0.1000.60  96.860.00  0.00   0.00 0
POFF3  V1W    -0.100    2.000  94.61   0.500   0.1000.60  95.010.00  0.00   0.00 0
POFF4  V1W    -0.100    2.000  92.01   0.500   0.1000.60  92.460.00  0.00   0.00 0
POFF5  V1W    -0.100    2.000  87.01   0.500   0.1000.60  87.460.00  0.00   0.00 0
POFF6  V1W    -0.100    2.000  82.61   0.500   0.1000.60  83.010.00  0.00   0.00 0
POFF7  V1W    -0.100    2.000  78.41   0.500   0.1000.60  78.810.00  0.00   0.00 0
POFF8  V1W    -0.100    2.000  74.01   0.500   0.1000.60  74.410.00  0.00   0.00 0
*--------->  STRICKLER                                                                                                  
*---->  BIEF   1
K  1  1  3   71.4286   71.4286
*---->  BIEF   2
K  2  1 27   71.4286   71.4286
*---->  BIEF   3
K  3  1 11   71.4286   71.4286
*---->  BIEF   4
K  4  1 19   71.4286   71.4286
*---->  BIEF   5
K  5  1 43   71.4286   71.4286
*---->  BIEF   6
K  6  1 37   71.4286   71.4286
*---->  BIEF   7
K  7  1 35   71.4286   71.4286
*---->  BIEF   8
K  8  1 37   71.4286   71.4286
*---->  BIEF   9
K  9  1  2   71.4286   71.4286
*--------->  CONDITION AVAL (COURBE DE TARAGE Q(Z))
AEND           0.000    74.800
AEND          10.000    74.810
*--------->  REPARTITION AUX DIFFLUENCES
B  9     2.100
B  8     2.100
B  7     2.101
B  6     2.301
B  5     2.695
B  4     2.694
B  3     2.505
B  2     2.915
B  1     2.915
*-----------> Fichiers photos d'ouvrages et de prises