PSI - Issue 5

H Hammoum et al. / Procedia Structural Integrity 5 (2017) 69–76 H Hammoum et al./ Structural Integrity Procedia 00 (2017) 000 – 000

75 7

period (years)

velocity test

forces in bottom of canal

forces in banks of canal

deformations

deformations

interface

10

0,00003

0,029156

0,055219

0,00000

0,000000

1,0

20

0,03559

0,559031

0,559031

0,00000

0,000000

1,0

50

0,09250

0,781250

0,851375

0,00000

0,000000

1,0

100

0,72994

0,961813

0,979344

0,00000

0,000000

1,0

1000

0,99356

1,000000

1,000000

0,00003

0,0000313

1,0

Fig. 5. Failure probability to the velocity test as function of flood flow.

Fig. 6. Failure probability to the traction forces in bottom of canal as function of flood flow.

Fig. 7. Failure probability to the traction forces in banks of canal as function of flood flow.