Reassessment of macroseismic intensities for two earthquakes in Colombia: Tumaco (1979, Mw = 8.1) and Armenia (1999, Mw = 6.1), using the ESI-2007 scale

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Highlights

  • List of 46 effects for the Tumaco earthquake (TE) and 123 for the Armenia earthquake (AE).

  • The geological and environmental effects caused were used for the estimation of seismic intensities.

  • ESI-2007 provide new details of maximum intensities and extent of affected areas.

  • Measured maximum intensities in each case were usually higher in ESI-2007.

  • Classic scales do not show the relation between geological features and intensity pattern as clearly as in the ESI-2007.

Abstract

A reassessment of the macroseismic intensities was performed for the Tumaco (December 12th, 1979, Mw = 8.1) and Armenia (January 25th, 1999, Mw = 6.1) earthquakes, based on the spatial distribution and quantification of dimensions of the surface geological and environmental effects in lists compiled from published documents. The newly constructed lists of 46 effects for the Tumaco earthquake (TE) and 123 effects for the Armenia earthquake (AE) were obtained by literature review and systematic searches of information in authoritative sources. The geological and environmental effects caused by the two earthquakes were then used to estimate seismic intensities and construct new isoseismal maps following the methodology of the ESI-2007 scale. Comparisons were made between the ESI-2007 isoseismal maps and those using data from traditional intensity scales (Modified Mercalli MM-31 and EMS-98) in terms of the percentage overlap between affected areas for each intensity level. For the AE, the newly computed intensities indicate epicentral intensity I0AE = 10 and the ESI-2007 intensities show best agreement with EMS-98 values, with a maximum of 54.2% overlap for intensities in the range 7–8. The new isoseismal maps for the TE indicate maximum intensity IMaxTE ~ I0TE = 11 and best agreement with MM-31 values, with a maximum of 48.8% overlap for intensities in the range 7–8. It is concluded that ESI-2007 intensities exhibit close agreement in most cases with MM-31 and EMS-98 values and provide new details for maximum intensities and the extent of affected areas which can be used in future plans of land use for earthquake-prone areas in Colombia.

Introduction

Geology and tectonics both imply a seismically active territory in Colombia with important historic earthquakes that have caused damage to the economy, society, and environment (Espinosa, 1999; Lalinde and Sánchez, 2007). Studying the surface environmental effects of earthquakes results in new knowledge that can be used for future assessment, prevention, and mitigation of earthquake hazards.

Widely used traditional seismic intensity scales such as the Modified Mercalli 1931 (herein called “MM”) (Wood and Neumann, 1931); Medvedev–Sponheuer–Karnik – MSK-64 (UNESCO, 1965); and the European Macroseismic Scale 1998 – EMS-98 (Grünthal, 1998) incorporated a variety of effects on various “receivers” or “sensors” to achieve precision in the severity of seismic shaking. Initially, the scales included effects perceived by humans, infrastructure, and a few effects in nature, but during the second half of the 20th century the effects of earthquakes on the environment were largely overlooked, partly due to the intrinsic complexity of the earthquake process itself and the large variability of surface effects that in many cases require specific geology studies (Mosquera-Machado et al., 2009; Sánchez and Maldonado, 2016), whereas the inclusion of effects on humans and buildings progressively increased in studies and quantification because of their ease of analysis. Nowadays, it is known that traditional macroseismic intensities need to be complemented with other effects, which implies reassigning intensity values. A number of studies (Michetti et al., 2004; Heddar et al., 2016; Serva et al., 2016; Chunga et al., 2018) show substantial evidence on the informative potential of coseismic effects to quantify earthquakes and their intensity fields and to complement the intensities calculated with traditional scales. It is also known that the macroseismic severity of earthquakes results from the cumulative effect of the source dynamics (vibrations generated during rupture and finite deformations), terrain acceleration during the propagation of surface waves, and locally the site effects on the amplitude of waves. Thus, seismic intensity is related to a classification of effects that allows measurement of the severity of terrain shaking over an ample range of amplitudes and frequencies, including both static deformations and dynamically induced effects (Michetti et al., 2007).

The Environmental Seismic Intensity Scale ESI-2007 incorporates the surface effects caused by earthquakes on the environment to assess intensities, which in conjunction with data from other scales allows for a more complete vision of the earthquake effects on the terrain and makes it possible to compare the intensities of earthquakes: 1) through time because environmental effects are independent of socioeconomic and urbanistic conditions and types of buildings, and 2) in space because it is possible to assign intensities in locations with few or no inhabitants and compare intensities between rural and developed areas. The ESI-2007 scale offers an alternative perspective in earthquake intensity analysis by taking into account the geological configuration of the terrain. As an example of the usefulness of the ESI-2007 scale, consider an earthquake affecting two areas with different degrees of development (e.g. types of buildings and standards of living); the comparison of assessed intensities among traditional scales would produce different levels of severity of shaking whereas with the ESI-2007 scale the intensity values should be quite similar.

Colombia is a suitable region for implementation of seismic intensity based on the ESI-2007 scale because seismicity is pervasive and there are large inhabited areas where intensities cannot be assessed by other methods (Fig. 1). Also, the intensities during many historical earthquakes can be reappraised to understand the earthquake process and to prepare in case of a repeat. In the following, we present an organized compilation of surface effects mined from published literature and analysis of ESI-2007 intensities for two important historical earthquakes: Tumaco (December 12th, 1979, Mw = 8.1, hypocentral depth = 24 km) and Armenia (January 25th, 1999, Mw = 6.1, hypocentral depth = 15 km), referred to herein as TE and AE, respectively, both of which caused significant damage and losses in ample regions. First, the listing of environmental effects found in various sources of information was used to calculate ESI-2007 intensities; second, new isoseismal maps were generated and compared with those for traditional scales; finally, intensities were reassessed for both earthquakes to make a contribution to future plans of land use in the affected regions.

Section snippets

The January 25th, 1999 (Mw = 6.1) Armenia earthquake

The AE was felt strongly in the city of Armenia and nearby towns and caused major damage that resulted in 1,171 human fatalities, 4,765 injured, 45,019 affected dwellings, 6,408 Eje Cafetero farms with terrain damage, and over $2 billion worth of economic losses (Espinosa, 1999;INGEOMINAS a, 1999;INGEOMINAS b, 1999;INGEOMINAS c, 1999;INGEOMINAS d, 1999; Sarabia and Cifuentes, 2010). The AE has been one of the most devastating earthquakes in Colombia and highlighted the need for better land use

The Armenia earthquake (January 25th, 1999, Mw = 6.1)

The study area for the AE is located in the Eje Cafetero region of central western Colombia within a polygon bounded by the coordinates 3.712°–5.132° N and 76.127°–75.045° W. Before the AE, the region had already experienced a number of moderate earthquakes with M > 5.0 and mostly with depths larger than 50 km (Table 1).

The nearest significant earthquake to the city of Armenia was the Ms = 6.7 event on December 20th, 1967, with an epicenter between the cities of Armenia and Calarcá and I0MM

Data and methods

The data on environmental effects during the AE and TE were compiled from authoritative sources. In the case of the AE, the data was mined from technical reports (INGEOMINAS a, 1999,INGEOMINAS b, 1999,INGEOMINAS c, 1999,INGEOMINAS d, 1999); morphotectonic and seismology studies (Gallego et al., 2005; Monsalve and Vargas, 2007); a macroseismic study (Sarabia and Cifuentes, 2010); an analysis of the societo-economic impacts of disasters (CEPAL, 1999); a B.Sc. thesis on the mass wasting processes (

Traditional isoseismal maps for AE and TE

The classic isoseismal maps for the AE (Fig. 5), based on EMS-98 and MM intensities, show similar patterns: smoothly varying concentric intensity curves with slight elongation in the N–S direction for intensities ≤ 8, and variable degree and direction of elongation for intensities ≥ 9. The map digitized from the USGS, based on MM intensities, has somewhat irregular curves, except for intensity 9, which is smooth and has a clear elongation in the N–S direction. The areas within each intensity

Discussion

Analysis of the AE and TE begins by considering the data upon which the research was conducted, namely, the environmental effects caused during both earthquakes and compiled in this work from published sources. In the case of the AE, a relatively fair group of sites with measurable secondary effects was compiled though their locations near roads, suggesting that access to the area was a determining factor in the documentation and description of the reporting campaigns. This of course implies

Conclusions

The environmental and geological effects following the TE (December 12, 1979, Mw = 8.1) and AE (January 25, 1999, Mw = 6.1) were compiled and analyzed and the ESI-2007 intensities were determined using secondary effects. Measured site-level and locality-level maximum intensities in each case were usually higher than those for classic scales which saturate at the strongest intensities and thus the damage represented by environmental effects becomes the only means to assess that strength of

CRediT authorship contribution statement

Freddy Tovar: Conceptualization, Methodology, Software, Validation, Formal analysis, Investigation, Writing - review & editing, Visualization. John J. Sánchez: Conceptualization, Methodology, Investigation, Writing - review & editing.

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