Jökull


Jökull - 01.06.2000, Qupperneq 71

Jökull - 01.06.2000, Qupperneq 71
Páll Einarsson and Bryndís Brandsdóttir Let us, for the sake of argument, assume that all the melt water finds its way into the crust, and that the porosity of the crust is 10%. This would raise the groundwater level and increase the pore pressure by )  $&2 3' 2  $12 546,.0' $1%879$12;: <,/.0'( $1% ( $12 is density of water, ' 2 increase in groundwater level.) The groundwater level is, thus, raised roughly nine times the thickness reduction h of the glacier, which leads to pore pressure increase that is ten times larger than the load term subtracted from the principal stresses. If the porosity is smaller, this amplification factor becomes even greater. It is clear that even if only a small fraction of the melt water (of the order of the porosity) goes into the crust it will lead to pore pressure changes that are significant compared to the load reduction. The triggering process described above should be effective in seismically active areas wherever there is significant accumulation of snow which is subse- quently melted. The presence of the glacier is not required. Why then is the annual cyclicity only ob- served beneath the Mýrdalsjökull glacier and not in other comparable areas, such as Torfajökull, Hengill, Bárðarbunga or along the Loki Ridge? As noted above, the triggering effect only works in a finely tuned mechanical system. The rate of stress loading must be comparable to the rate of stress modula- tion by the trigger. If the stress loading is faster the seismicity will be continuous, possibly only slightly modulated by the trigger. If the stress loading is very slow, the seismicity will be low and the trigger will have little effect. It is, therefore, not to be expected that all seismic areas with seasonal snow load will show annual seismicity. Furthermore, the larger the amplitude of the trigger the more likely it is to have a noticeable effect. We note that the Mýrdalsjökull area is the area of the highest snow accumulation in Iceland. Annual accumulation of 3-9 m of snow is reported (Magnús Tumi Guðmundsson, personal communication, 2000). The annual amplitude of the loading-deloading effect is, therefore, of the order of 0.003 MPa and the pore pressure effect of the order of 0.03 MPa. The main conclusions of this paper may be summa- rized as follows: 1. The seismicity of the Mýrdalsjökull region originates in two well separated clusters with an area of 30-35 km and 70-80 km . 2. The depth of hypocenters cannot be well re- solved, but all available data are consistent with a shallow source, at 0-5 km depth. 3. The eastern epicentral cluster is within the Katla caldera and coincides with the area of P- wave delays and S-wave shadows thought to re- flect a magma chamber at shallow levels in the crust. 4. The western cluster lies west of the caldera and is interpreted as a manifestation of a separate volcanic center, here called the Goðabunga vol- cano. 5. The earthquakes in the Mýrdalsjökull area have a low-frequency characteristic, typical of many volcanic areas. P-waves are emergent and S- waves are frequently missing. These charac- teristics are stronger for the Goðabunga earth- quakes than the events in Katla. 6. The Mýrdalsjökull seismicity has a definite an- nual cycle, with earthquakes preferentially oc- curring during the autumn months. The annual correlation is particularly strong for the Goða- bunga epicentral cluster. This phenomenon may be explained by the combined triggering effects of reduced ice load after the summer’s melting and elevated pore fluid pressure in the underlying crust. A continuous stress loading process is necessary to maintain the seismic- ity, here suggested to be the strain due to plate movements. In spite of the explanations suggested in this paper, the persistent seismicity of Mýrdalsjökull and its sea- sonal variability continue to be enigmatic. The effects of glacial loading and pore pressure fluctuations need to be quantified further, both theoretically and, if pos- sible, by observation. 70 JÖKULL No. 49
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