Hydro Plant Risk Assessment Guide
Hydro Plant Risk Assessment Guide
Hydro Plant Risk Assessment Guide
Create successful ePaper yourself
Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.
Table 24 – Anchoring<br />
Results<br />
Good – Operators are solidly anchored with original equipment,<br />
concrete is not spalled near anchors, all anchors are present and in<br />
good condition. Epoxy or grout is in good shape.<br />
Moderate – Some deficiencies including a small amount of concrete<br />
spalling or missing grout or epoxy. Anchor bolts are present and in<br />
marginal condition. No apparent movement of operators.<br />
Severe – Operators have visibly moved. Anchor bolts are loose,<br />
missing, or yielded. Additional anchors installed by project to help<br />
secure the operator, spalling and/or epoxy bonds broken.<br />
Adjustment to<br />
Condition Index Score<br />
Add 1.0<br />
No Change<br />
Subtract 1.0<br />
Test T2.3.3: Operators – Yielding, Fracture, Fatigue, and Fabrication Discontinuities<br />
Yielding, Fracture, Fatigue, and Fabrication Discontinuities will be consistent with those found<br />
in gates and valves. See descriptions in the corresponding Gates and Valves sections.<br />
Table 25 – Yielding, Fracture, Fatigue, and Fabrication Discontinuities<br />
Results<br />
Good – No visible yielding or buckling, there is little to no cracking<br />
near welds and/or stress concentrators. Any cracks have not<br />
propagated significantly.<br />
Moderate – May be slight yielding; cracking near stress<br />
concentrators or welds is intermittent with small amount of<br />
propagation. Can justify the use of non-destructive testing on some<br />
welds.<br />
Severe – Significant yielding or buckling in critical members,<br />
cracking in a sequence of welds, crack propagation in many cracks.<br />
Usually justifies the use of non-destructive testing on some welds.<br />
Adjustment to<br />
Condition Index Score<br />
Add 1.0<br />
No Change<br />
Subtract 1.0<br />
Test T2.3.4: Operators – Improper Field Repair and/or Modifications<br />
Valves that have been significantly modified in the field without proper engineering and quality<br />
control may be structurally compromised, depending on the magnitude of the modification or fix.<br />
Improper repairs include, but are not limited to:<br />
• Replacing parts with lesser quality or strength parts than the valve was engineered for<br />
• Protective coatings that are improperly formulated or applied<br />
• Cutting of structural elements<br />
• Improper welding/rewelding<br />
E11-24