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capture all possible failure sequences in an inductive analysis, it will typically not
be possible to include all identified possible failure sequences in the analysis.
Therefore if one defines failure modes as sequences of events from initiation to
failure, one should not be surprised if a failure sequence that was not identified in
the analysis occurs.
Given that one can reasonably exclude defining failure modes in terms of
the sequence of events between initiation and ultimate failure on the grounds that
it is impossible for all but trivial systems, one must also accept that failure modes
are not uniquely defined, [10], [11]. Rather, failure modes are a matter of the
perspective at which the analysis is conducted. System level failure modes are
different to parts level failure modes. This has hugely important implications for
monitoring and surveillance as these activities are directed at detecting changes
in performance of some feature of the dam be it at the system level as is the case
with visual inspections of dam (e.g. deformation of the dam body), or tests of
functionality of parts (e.g. measuring friction in a trunnion bearing).
The concept of system level and parts level failure modes is illustrated in
Figure 3, which also illustrates the relationships between cause-mode-effect for
one module of the spillway sub-system, specifically the gate which is further
resolved to its component parts.
Found-
ation Main
dam
Intake
dam Spillway Abut-
ments
Head-
works Chute Stilling
basin
System
level
Spillway
sub-system
level
Upstream
control Structure
Gate Gate
control
Headworks
module
level
Motor Skin
plateGate
component
level
Hoist
drum Wire
rope
Lifting
bracket Strut
arm
Trunion
bearing Side
seal Edge
seal
Sill
beam 1 2
3 4 5
4-A 4-B 4-C
System
level
Sub-system
level
4-A-1 4-A-2
4-A-3 4-A 4
Module
level
4-A-3-1 4-A-3-2
Component
level Sub—system failure effects
Module failure effects
Component failure effects
Failure modes
Failure modes Failure modes
Failure
modes
Failure
modes System boundary
Figure 3. Systems, parts and “cause – mode – effect” relationships
Note, all features at the component level are not shown due to space
limitations, and each component can be further resolved into the elements that
comprise each component.
At some point, it becomes necessary to ask the question: “To what extent
should the system be resolved?” We suggest that the answer is that as a general
principle resolution should be to the level at which maintenance and testing can
be carried out. This then defines the level in the system at which the monitoring
and surveillance effort should be directed because this is the level at which the
operational failure risk is managed. Thus, the answers to the questions as to
1557
Book of Full Papers
Symposium Hydro Engineering
- Title
- Book of Full Papers
- Subtitle
- Symposium Hydro Engineering
- Author
- Gerald Zenz
- Publisher
- Verlag der Technischen Universität Graz
- Location
- Graz
- Date
- 2018
- Language
- English
- License
- CC BY-NC-ND 4.0
- ISBN
- 978-3-85125-620-8
- Size
- 20.9 x 29.6 cm
- Pages
- 2724
- Keywords
- Hydro, Engineering, Climate Changes
- Categories
- International
- Naturwissenschaften Physik
- Technik