WP 5.5 Hydrological changes associated with the June 2000 earthquakes |
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Start date or starting event: |
M0 |
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Lead contractor: |
UIB |
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Participants: UIB, UPMC, DF.UNIBO |
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Objectives: 1) To explain the observed drastic changes in the ground water and geothermal water systems and correlate these changes with the June 2000 earthquakes. 2) To contribute to forecasting future large earthquakes in the SISZ through modelling and 3) predicting preseismic hydraulic changes in the upstream and downstream parts of an eventual fault plane.
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Inputs: 1) Data on changes in geothermal and groundwater systems in South Iceland in relation to the June 2000 earthquakes from subcontractor in Iceland. 2) From the same subcontractor televiewer measurements and analysis of the boreholes which now are used for the continuous monitoring of hydrological changes in the SISZ. 3) Earthquake distribution just prior to and following the June 2000 earthquakes, from IMOR to understand the coupling between fluid flow and seismicity, particularly the aftershock distribution. 4) Field observations (from various places) and numerical models of propagation and arrest of hydrofractures in layered, jointed and faulted rock masses with various mechanical properties.
Methodology / work description: 1) Boundary element, finite element and finite difference programs will be used to model the flow of overpressured fluids through the layered, jointed and faulted crust of the SISZ and permeability changes prior to and following the June earthquakes. A preliminary study for a homogeneous and isotropic crust indicates that the drastic water-level changes in geothermal drillholes can be broadly related to permeability changes in the upstream and downstream regions of the earthquake ruptures. 2) Preseismic flow of fluids to, and accumulation on, the eventual rupture zones will be modelled using standard hydrogeological programs and the numerical programs for modelling fluid flow in fractures. 3) The same programs will be applied to model the postseismic flow of fluids to the tipline of the mainshock fault planes. 4) Preliminary models indicate that when the trend of an active fault coincides with that of the local hydraulic gradient, the yield of springs and wells in the upstream part decreases but increases in the downstream part. This model will be developed so as to help forecast future large earthquakes in the SISZ, i.e. to try to detect possible preseismic changes by observing hydrological changes. 5) The results of the models and measurements will be used to explain the hydrological changes associated with the June 2000 earthquakes.
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Deliverables including cost of deliverable as percentage of total cost of the proposed project:
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Milestones: Delivery of the above items at the date indicated. |
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