From: Formation conditions and mechanical properties of aggregates produced in tephra–water–snow flows
References | \({\rho _{\text{b}}}^\text{a}\) (\(\text {kg}\,{\text{m}}^{-3}\)) | U (\(\text {m}\,{\text{s}}^{-1}\)) | d (mm) | \(F_{\text{c}}/P\) (–) |
---|---|---|---|---|
This study | 991–1557 | 0.113 | 30 (typical case) | 1006–1580 |
Snow slurry lahars (Cronin et al. 1996) | ||||
LH1 (9.5 km) | 470 | 5.5 | 1.30–2.04 | 1.41 |
LH1 (16 km) | 540 | 3.6 | 1.73–2.72 | 2.86 |
LH3 (9.5 km) | 910 | 7.5 | 0.49–0.77 | 0.39 |
Ice-slurry lahars (Lube et al. 2009) | ||||
E1 (base of glacier) | 650 | 20 | 0.26–0.41 | 0.08 |
E1 (monitoring site) | 900 | 5 | 0.75–1.17 | 0.89 |