Avalanche character definition table - Revision history

Admin: /* Definition */

2017-03-20T23:18:43Z

‎Definition

2013-12-29T23:53:32Z

2013-12-29T23:37:28Z

2013-12-29T23:37:10Z

2013-12-29T23:33:40Z

2013-12-29T23:31:50Z

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2013-12-29T23:23:32Z

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 |Hours/days
 |Near the surface
-|Down slope entertainment
+|Down slope entrainment
 |R1-2
 |-

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 Identify the Avalanche Character(s) that best represents the avalanche problem(s) within the defined Location. When multiple characters exist, they should be prioritized in order of importance.
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 '''Source''':
 Statham, G., Haegeli, P., Birkeland, K. W., Greene, E., Israelson, C., Tremper, B., et al. (2010). ''A conceptual model of avalanche hazard''. Paper presented at the International Snow Science Workshop, Lake Tahoe, CA.

← Older revision		Revision as of 23:37, 29 December 2013
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	Identify the Avalanche Character(s) that best represents the avalanche problem(s) within the defined Location. When multiple characters exist, they should be prioritized in order of importance.		Identify the Avalanche Character(s) that best represents the avalanche problem(s) within the defined Location. When multiple characters exist, they should be prioritized in order of importance.
		+

	{\|class="TblConceptualModel"		{\|class="TblConceptualModel"

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 |-
 |class="Class"|Persistent Slabs
-|PWLs such as SH, FC, CR, FC/CR combo
+|PWLs such as SH, FC,<br/>CR, FC/CR combo
 |4F-P<br/>Stiff-hard
 |Weeks/months
@@ Line 60: / Line 60: @@
 |-
 |class="Class"|Deep Persistent Slabs
-|PWLs such as DH, FC, CR, FC/CR combo
+|PWLs such as DH, FC,<br/>CR, FC/CR combo
 |1F-K<br/>Hard
 |Weeks/months
@@ Line 83: / Line 83: @@
 |class="Comment"|Typical range of size relative to path
 |}
 '''Source''':
 Statham, G., Haegeli, P., Birkeland, K. W., Greene, E., Israelson, C., Tremper, B., et al. (2010). ''A conceptual model of avalanche hazard''. Paper presented at the International Snow Science Workshop, Lake Tahoe, CA.

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 {|class="TblConceptualModel"
 |-
@@ Line 81: / Line 83: @@
 |class="Comment"|Typical range of size relative to path
 |}

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 |-
 |class="Header"|Character
-|class="Header"|Weak Layer / Interface
+|class="Header"|Weak Layer /<br/>Interface
 |class="Header"|Slab Property
 |class="Header"|Persistence
-|class="Header"|Weak Layer Location
+|class="Header"|Weak Layer<br/>Location
-|class="Header"|Propagation Potential
+|class="Header"|Propagation<br/>Potential
-|class="Header"|Relative Size Potential
+|class="Header"|Relative Size<br/>Potential
 |-
 |class="Class"|Loose Dry

@@ Line 74: / Line 74: @@
 |-
 |class="Header"|Comment
-|Typical failure plane
+|class="Comment"|Typical failure plane
-|Typical kind of slab
+|class="Comment"|Typical kind of slab
-|Typical duration of instability
+|class="Comment"|Typical duration of instability
-|Relative to HS
+|class="Comment"|Relative to HS
-|Typical expectation
+|class="Comment"|Typical expectation
-|Typical range of size relative to path
+|class="Comment"|Typical range of size relative to path
 |}

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 |class="Header"|Relative Size Potential
 |-
-|'''Loose Dry'''
+|class="Class"|Loose Dry
 |Various<br/>(no cohesion)
 |None
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 |R1-2
 |-
-|'''Loose Wet'''
+|class="Class"|Loose Wet
 |Various<br/>(no cohesion)
 |None
@@ Line 25: / Line 25: @@
 |R1-3
 |-
-|'''Wind Slabs'''
+|class="Class"|Wind Slabs
 |DF, PP
 |4F-K<br/>wind transported
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 |R1-3
 |-
-|'''Storm Slabs'''
+|class="Class"|Storm Slabs
 |PP, DF
 |F-P<br/>Soft-stiff
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 |R1-4
 |-
-|'''Wet Slabs'''
+|class="Class"|Wet Slabs
 |Various
 |4F-P<br/>Wet grains
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 |R1-5 (climax)
 |-
-|'''Persistent Slabs'''
+|class="Class"|Persistent Slabs
 |PWLs such as SH, FC, CR, FC/CR combo
 |4F-P<br/>Stiff-hard
@@ Line 57: / Line 57: @@
 |R2-4
 |-
-|Deep Persistent Slabs'''
+|class="Class"|Deep Persistent Slabs
 |PWLs such as DH, FC, CR, FC/CR combo
 |1F-K<br/>Hard
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 |R3-5 (climax)
 |-
-|'''Cornice'''
+|class="Class"|Cornice
 |~
 |~
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 |~
 |-
-|'''Comment'''
+|class="Header"|Comment
 |Typical failure plane
 |Typical kind of slab