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1, F3-2 and F3-3) with approximately the same trike of N310°W. As is shown in
Fig. 4, the seismic events after the impoundment are mainly distributed in the area
near fault F2 and F3. The strike of 2014-2016 comes much more concentrated and
closer to that of fault F3 than the 2002~2005 and 2006~2013. In fact, according to
the field survey, the permeability of fault F3 is much bigger than that of fault F1 and
F2. Furthermore, the permeability order within the 3 branch faults of F3 is F3-3 >
F3-2 > F3-1. And the northwest trending faults such as F2 and F3 are parallel
tension-shear fault with steep dip[4]. All the geological conditions mentioned above
are beneficial to the infiltration of the increasing reservoir water.
3. DOUBLE-DIFFERENCE LOCATION ALGORITHM
3.1. METHODOLOGY
The source parameters such as hypocenter location and focal depth are key
points in the study of earthquake mechanism. The ordinary location methods for
these source parameters is very complicate and require accurate earth models.
Due to our limited knowledge of structures in the earth, it is scarcely possible to
get precise location of single earthquake at a time. The main points of the double-
difference location algorithm is reformulate the problem to solve for changes in the
distance between pairs of seismic events. By forming differences in this manner,
we could steer clear of the travel time errors due to the uncomprehending Earth
structure and obtain high resolution results of hypocenter location as well as focal
depth[5].
3.2. RESULTS
In this study, the double-difference location algorithm is used to conduct data
processing of 2014 seismic cluster. The processed results are shown in Fig.5,
which indicate the spatial distribution of 2014 seismic clusters are much more
concentrated along the strike of branch fault F3-3 compared with that shown in
Fig.4. Therefore, we consider the branch fault F3-3 is the causative fault of 2014
seismic cluster. Actually, almost all of the seismic events in 2014 are occurred after
the typhoon season. We consider the most possibly reason is that there are some
hydraulic connections between the raised water and the branch fault F3-3. The
water will erode the fault plane, and reduce the effective stress. In case the water
level dropped or changed rapidly, the related fault will loss stability and cause
earthquake. This point of view is corroborate with the assumption mentioned in
Section2.1. Consider the statistical results of seismic activities and the operating
experience, we suggest that the changing rate of water level should be controlled
in a relative low level (no more than 2m/day).
460
Book of Full Papers
Symposium Hydro Engineering
- Title
- Book of Full Papers
- Subtitle
- Symposium Hydro Engineering
- Author
- Gerald Zenz
- Publisher
- Verlag der Technischen Universität Graz
- Location
- Graz
- Date
- 2018
- Language
- English
- License
- CC BY-NC-ND 4.0
- ISBN
- 978-3-85125-620-8
- Size
- 20.9 x 29.6 cm
- Pages
- 2724
- Keywords
- Hydro, Engineering, Climate Changes
- Categories
- International
- Naturwissenschaften Physik
- Technik