| Reliability of Overflow Structures (g) |
Reliability of Adduction Structures (h) |
Percolation (i) |
Deformations and settling (j) |
Deterioration of embankments/ supporting walls (k) |
Locks (1) |
| Civil and hydro-mechanical structures in full operation/unobstructed approach or restitution channels or spillway (free-flowing weir) (0) |
Civil structures and hydro-electromechanical devices under proper conditions of maintenance and operation (0) |
Percolation fully controlled by the drainage system (0) |
Nonexistent (0) |
Nonexistent (0) |
No lock (0) |
| Civil and hydro-electromechanical structures prepared for operation, but with no sources of emergency power supply/channels or spillway (free-flowing weir) with erosions or obstructions, but with no risk to the slope structure (4) |
Compromised civil structures or hydro-electromechanical devices with identified problems, with decreased flow capacity and corrective measures under implantation (4) |
Humidity or upwelling in stabilized and/or monitored downstream areas, supporting walls, embankments or abutments (3) |
Existence of small size cracks and abatements of no impact (1) |
Gaps in protection to embankments and supporting walls, presence of small shrubs of no impact (1) |
Civil and hydro- electromechanical structures well maintained and functioning (1) |
| Reliability of Overflow Structures (g) |
Reliability of Adduction Structures (h) |
Percolation (i) |
Deformations and settling (j) |
Deterioration of embankments/ supporting walls (k) |
Locks (1) |
| Compromised civil structures or hydro-electromechanical devices with identified problems, with reduced flow capacity and corrective measures under implantation/channels or spillway (free-flowing weir) with erosions and/or partially obstructed, with risk of impairment of the slope structure (7) |
Compromised civil structures or hydro-electromechanical devices with identified problems, with reduced flow capacity and no corrective measures (6) |
Humidity or upwelling in downstream areas, supporting walls, embankments or abutments, untreated or in the diagnostic phase (5) |
Existence of cracks and abatements of considerable impact, generating a need for additional studies or monitoring (5) |
Surface erosion, exposed hardware, generalized vegetation growth, generating a need for monitoring or corrective action (5) |
Compromised civil structures or hydro- electromechanical devices with identified problems and corrective measures under implantation (2) |
| Compromised civil structures or hydro-electromechanical devices with identified problems, with reduced flow capacity and no corrective measures/obstructed channels or spillway (free-flowing weir) or with damaged structures (10) |
- |
Upwelling in downstream areas, embankments or abutments with material bearing or with increasing flow (8) |
Existence of significant cracks, abatements or landslides, with potential for compromising safety (8) |
Significant depressions in embankments, landslides, deep erosion grooves, with potential for compromising safety (7) |
Compromised civil structures or hydro- electromechanical devices with identified problems and no corrective measures (4) |