2012
DOI: 10.5194/nhess-12-1229-2012
|View full text |Cite
|
Sign up to set email alerts
|

Brief Communication "Rain effect on the load of tephra deposits"

Abstract: <p><strong>Abstract.</strong> Accumulation of tephra fallout produced during explosive eruptions can cause roof collapses in areas near the volcano, when the weight of the deposit exceeds some threshold value that depends on the quality of buildings. The additional loading of water that remains trapped in the tephra deposits due to rainfall can contribute to increasing the loading of the deposits on the roofs. Here we propose a simple approach to estimate an upper bound for the contri… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1
1

Citation Types

1
44
0

Year Published

2013
2013
2024
2024

Publication Types

Select...
7
1

Relationship

0
8

Authors

Journals

citations
Cited by 42 publications
(45 citation statements)
references
References 10 publications
1
44
0
Order By: Relevance
“…An estimation of the contribution of the rain to the deposit load, applied to the pyroclastic deposits in the Neapolitan area was considered by Macedonio and Costa (2012) that account for the statistics of the rains in the Neapolitan area (Fiorillo and Wilson 2004;Macedonio and Costa 2012). In order to estimate the maximum tephra load, Macedonio and Costa (2012) assumed that the deposit absorbs all the water up to the limit of remobilization or up to the maximum available water. In the latter case, they considered the maximum events of rain in the Neapolitan area during the last century (about 200 mm of rain per month, and the extreme event of 500 mm).…”
Section: Discussionmentioning
confidence: 99%
“…An estimation of the contribution of the rain to the deposit load, applied to the pyroclastic deposits in the Neapolitan area was considered by Macedonio and Costa (2012) that account for the statistics of the rains in the Neapolitan area (Fiorillo and Wilson 2004;Macedonio and Costa 2012). In order to estimate the maximum tephra load, Macedonio and Costa (2012) assumed that the deposit absorbs all the water up to the limit of remobilization or up to the maximum available water. In the latter case, they considered the maximum events of rain in the Neapolitan area during the last century (about 200 mm of rain per month, and the extreme event of 500 mm).…”
Section: Discussionmentioning
confidence: 99%
“…This hazard can, in turn, be modified by the adsorption of water within the porosity of the tephra deposit resulting from rainfall. Macedonio and Costa (2012) formalized a simple approach to estimate the additional water load based on the saturation of the total porosity. Following the values proposed by Fiorillo and Wilson (2004) for the Vesuvius region, we use total porosities of 0.67 and 0.68 for Vulcanian and sub-Plinian deposits, respectively.…”
Section: Impact Of Rainfallmentioning
confidence: 99%
“…All these studies emphasise the need to focus on static load rather than ash thickness as wet and dry densities of ash can vary widely from about 500 to 2000 kg/m 3 (Shipley, S.and Sarna-Wojcicki, A 1982;Blong 1984;Spence et al 2005;Macedonio & Costa 2012;Jenkins et al 2014).…”
Section: Building Vulnerability To Ash Fallmentioning
confidence: 99%
“…This is important as wet ash can achieve bulk densities and ash loads about double that of dry ash (cf. Blong, 2003;Macedonio and Costa 2012). Figure 1 shows vulnerability functions for eight building types based on the combined and considered view of all 'experts' present at the Geoscience Australia GAR workshop.…”
Section: Building Vulnerability To Ash Fallmentioning
confidence: 99%