Typical Event Tree DatabaseTable of ContentsIn this documentRisk Calculations Suite Table of Contents Geotechnical HydrologicGeneric Internal ErosionBackward Erosion PipingConcentrated Leak ErosionInternal Migration In EmbankmentEmbankment Slope InstabilityEmbankment Overtopping ErosionEmbankment Riverine ErosionGeotechnical SeismicConcentrated Leak Erosion (Seismic)Seismic Embankment DeformationSeiche Wave OvertoppingSpillways HydrologicUnlined Spillway ErosionConcrete Lined Spillway Erosion (Slab Jacking)InterventionInterventionStructural HydrologicConcrete Dam Overtopping and Monolith InstabilityRadial Gate Failure Due to Trunnion FrictionLevee Floodwall Closure (Non Culvert)Barge Impact on Gate or Gate BayStructural SeismicConcrete Dam Pier FailureConcrete Dam Sliding InstabilityConcrete Dam Foundation Block SlidingConcrete Dam Gate FailureConcrete Dam Anchorage FailureFloodwalls (Shallow Foundation)SF-1 SlidingSF-2 Resultant Location (Overturning)SF-3 Bearing Capacity FailureSF-4 Global StabilitySF-5 Internal ErosionSF-6 Strength of Structural ElementsFloodwalls (Deep Foundation)DF-1a Axial Failure of Pile or Drilled ShaftDF-1b Lateral Failure of Pile or Drilled ShaftDF-2 Global Stability FailureDF-3 Internal ErosionDF-4a Internal Structural Failure of the WallDF-4b Pile FailureDF-4c Pile or Shaft Connection FailureFloodwalls (Cantilever Pile)CP-1 Rotational StabilityCP-2 Global StabilityCP-3 Internal ErosionCP-4 Strength of Structural ElementsFloodwalls (Anchored Pile)AP-1a Rotational Failure Due to Inadequate Pile PenetrationAP-1b Axial Capacity Failure Due to Inadequate Pile PenetrationAP-2 Global StabilityAP-3 Anchor Stability FailureAP-4 Internal ErosionAP-5a Internal Structural FailureAP-5b Tie Rod FailureAP-5c Wale or Tie Rod Connection FailureFloodwalls (Wall Transitions)WT-1 Wave Attack ErosionWT-2 Overtopping ErosionWT-3 Internal ErosionWT-4 Concentrated Leak Erosion