A review of recent studies of triggered earthquakes by artificial water reservoirs with special emphasis on earthquakes in Koyna, India

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Abstract

Triggering of earthquakes by filling of artificial water reservoirs is known for over six decades. As of today, over 90 sites have been globally identified where earthquakes have been triggered by filling of water reservoirs. The question of earthquakes triggered by artificial reservoirs has been addressed and reviewed in a number of papers and books. In the present review, the book “Reservoir-Induced Earthquakes” by Gupta [Gupta, H.K., 1992. Reservoir-Induced Earthquakes. Elsevier, Amsterdam, 364 pp.], which contains all the necessary information on this topic till 1990, has been taken as the base. An effort has been made to add information on this important topic gathered over the last 10 years. Koyna, India continues to be the most significant site of artificial-water-reservoir-triggered earthquakes. During 1990s, two events exceeding M 5 and several smaller events occurred in the vicinity of Koyna, and recently impounded Warna Reservoir. Detailed studies have addressed the relocation of earthquakes, stress drop, nucleation, migration and other important aspects of these earthquakes. In a unique experiment, twenty-one 90- to 250-m deep borewells have been drilled in the seismically active Koyna–Warna region and the water levels are continuously monitored. Step-like coseismic changes of several centimeters have been observed in some wells associated with a few M≥4 events.

Detailed tomographic studies conducted on one of the best recorded triggered earthquake sequence at Lake Oroville in California revealed that this sequence was associated with a southwest dipping structure characterized by low velocity, while in adjacent areas, seismic activity occurs in regions of higher velocity. Similar investigations in Aswan showed that shallow activity is associated with low P-wave velocity. Several new reservoir sites that have triggered earthquakes have been reported during 1990s. The most important being Srinagarind Dam in Thailand, which had an M 5.9 earthquake and the sequence had all the characteristics of triggered earthquake sequences. New theoretical work, particularly the effect of pore fluid pressure in anisotropic rocks and its implication in triggered seismicity is an important development. However, much more needs to be done to fully comprehend the role of artificial water reservoirs in triggering earthquakes.

Introduction

Huge artificial water reservoirs are created all over the world for generation of hydroelectric power, flood control and irrigation purposes. Triggering of earthquakes by artificial water reservoirs was for the first time pointed out by Carder (1945) at Lake Mead in the United States of America. Damaging earthquakes exceeding M 6 occurred at Hsinfengkiang, China in 1962; Kariba, Zambia–Zimbabwe Border in 1963; Kremasta, Greece in 1966; and Koyna, India in 1967. The December 10, 1967, Koyna earthquake of M 6.3 is so far the largest and most damaging reservoir-triggered earthquake. It claimed about 200 human lives, injured about 1500 and rendered thousands homeless. Civil works at Koyna town suffered major damage. The Hsinfengkiang and Koyna earthquakes caused damage to dams themselves. Other reservoir-triggered earthquakes such as those at Kariba, Zambia; Kremasta, Greece; Oroville, CA; Aswan, Egypt; and Srinagarind, Thailand had caused damage in nearby towns and villages. The occurrence and potential of triggered earthquakes has caused major modifications of civil works and engineering projects. The Hsinfengkiang Dam (Shen et al., 1974) in the People's Republic of China was strengthened twice before the occurrence of the March 20, 1962 induced earthquake of magnitude 6.1. The disposal of waste fluid through injection into the ground at Rocky Mountain Arsenal had to be discontinued because of triggered earthquakes (Evans, 1966). The possibility of triggered seismicity was one of the major factors in terminating the construction of Auburn Dam in California (Allen, 1978). The design parameters of the proposed 260-m-tall Tehri Dam in the foothills of Himalaya, India continue to be questioned and reexamined to ensure the dam's capability to resist earthquakes. Earlier, as pointed out by Allen (1982) and Simpson (1986), there is a general reluctance on the part of the Engineering Committee, globally, to accept the significance or even existence of the phenomenon of reservoir-triggered seismicity. However, there has been some change in this attitude. In a recent report of the US Committee on Large Dams (USCOLD, 1997), it is concluded that there can be an increase in occurrence of reservoir-triggered seismicity (RTS) during the period of reservoir water level changes and the possibility of RTS should be considered for every reservoir deeper than 80–100 m. Allen (1982) stated 18 years ago that “From a purely economic point of view, not to speak of public safety, the problem of reservoir-induced earthquakes deserves far more attention than it currently is receiving in most parts of the world”. This observation still holds good.

Most of the work carried out on various aspects of artificial-water-reservoir-induced seismicity till 1990 has been reviewed by Gupta (1992). Since 1990, many workshops and symposia have been organized on this topic, and a wealth of papers have appeared in several volumes. (e.g. Gupta and Chadha, 1995, Knoll and Kowalle, 1996, Talebi, 1997, Talebi, 1998). Additionally, there are some good articles by Meade (1991), USCOLD (1997) and McGarr and Simpson (1997).

In the following, an effort has been made to review important work reported during the 1990s on the topic of artificial-water-reservoir-induced earthquakes. Koyna, on west coast of India, continues to be the most significant site of reservoir-triggered seismicity (RTS). Several new investigations and reports appeared during the 1990s. A triggered earthquake sequence has been reported from Thailand at Srinagarind reservoir with the main shock magnitude of M 5.9. Important work reported from Oroville, CA and Aswan, Egypt is commented upon. Seeber et al. (1996) have made a case for the Latur earthquake of 1993 in south India to be a triggered event. However, others do not consider it triggered (Rastogi, 1994).

Section snippets

Triggered vis-a-vis induced earthquakes

In a very interesting paper, McGarr and Simpson (1997) have deliberated on induced and triggered seismicity. They point out that the adjectives “triggered” and “induced” are very often used interchangeably whenever we talk of artificially stimulated earthquakes, and it would be advantageous to draw a distinction between the two. They propose that the term “triggered seismicity” shall be used only when a small fraction of stress changes or energy associated with earthquakes is accounted for by

Worldwide distribution

As of now, there are 95 sites globally where RTS has been reported (Table 1). These can be grouped in the following categories:

  • (i)

    Sites of M≥6 (4 cases);

  • (ii)

    Sites of M 5–5.9 (10 cases);

  • (iii)

    Sites of M 4–4.9 (28 cases);

  • (iv)

    Sites of M<4 (53 cases).

In addition to the above list, decrease in microseismic activity has been reported as a consequence of impounding at 8 reservoir sites, and there are another 16 sites of suspected cases of triggered earthquakes (Table 1, Fig. 1). Reservoir sites where triggered

Koyna, India

Globally, Koyna continues to be the most significant site of artificial-water-reservoir-triggered seismicity. Earthquakes began to occur soon after the impoundment of the Shivaji Sagar Lake created by Koyna Dam in Western India in 1962. Over the past 38 years, over 10 earthquakes of M≥5; over 150 earthquakes of M≥4 and over 100,000 earthquakes of M≥0 have occurred. The site also has the distinction of having so far the largest and most damaging reservoir-triggered earthquake of M 6.3 on

Aswan, Egypt

In the last 10 years or so, a series of papers have appeared which have relevance to triggered earthquakes in the vicinity of Aswan Dam, where an earthquake of m 5.6 occurred on November 14, 1981. Particularly, there are about a dozen papers in a special volume of the Journal of Geodynamics, edited by Vyskocil and Jacoby (1991), which deal with different aspects of geodynamics of the region and triggered earthquake at Aswan Dam.

Kebeasy et al. (1991) have modelled the crustal structure for the

Srinagarind, Thailand

During 1990s, one major triggered earthquake sequence was reported from the Srinagarind Reservoir located about 90 km northwest of Bangkok (Chung and Liu, 1992). On April 22, 1983, a large area of Thailand and the adjacent Myanmar was shaken by a rare earthquake of mb 5.8 (Ms 5.9). The region is relatively stable and had experienced only a few earthquakes in the past. Chung and Liu (1992) report that the mainshock was preceded by foreshocks and was followed by numerous aftershocks. The largest

Oroville, California

Among the cases of triggered earthquake sequences associated with artificial water reservoirs, the earthquake sequence in the vicinity of Oroville Dam in California with the mainshock magnitude of 5.7 on August 1, 1975 is perhaps one of the best studied reservoir-triggered earthquake sequence anywhere in the world. It is to be noted that Oroville has triggered only a one-time burst that was significant. Since 1975, this region has not been particularly active, although the pattern of cyclic

Common characteristics of reservoir-triggered earthquakes

By early 1970s, over a dozen cases of reservoir-triggered earthquake sequences were known. Gupta et al., 1972a, Gupta et al., 1972b discriminated several characteristics of reservoir-triggered earthquake sequences which were common to these sequences and which discriminate them from natural earthquakes occurring in the same region. These characteristics are:

  • (1)

    The foreshock b value is higher than the aftershock b value, both being, in general, higher than the b values for natural earthquake

Background

The foundation for the understanding of the phenomenon of triggered seismicity was laid through the observation of fluid injection induced earthquakes at the Rocky Mountain Arsenal near Denver, CO, during the early 1960s, and application of Hubbert and Rubey's (1959) work on the mechanism of triggering earthquakes by fluid pressure increase to explain fluid injection induced earthquakes near Denver by Evans (1966). The role of reservoir load in triggering earthquakes may have been considered

Concluding remarks

In this article, we have reviewed the recent developments in the field of artificial-water-reservoir-triggered earthquakes. Considering the small changes in the stress regime caused by filling of the deepest reservoirs, compared with the stress drop of the associated earthquakes globally, it is appropriate to replace the term ‘reservoir-induced seismicity’ (RIS) by ‘reservoir-triggered seismicity’ (RTS). The RTS, based on space, time distribution, and magnitude of events could probably be

Acknowledgements

I have had useful discussions and inputs from Drs. R.K. Chadha, Kalpna, Kusala Rajendran, Prantik Mandal and B.K. Rastogi. Dr. Rajendran also offered many useful suggestions on the manuscript. A critical and positive review by Prof. Giuliano F. Panza is gratefully acknowledged. Mrs. Rukmini Venkateswaran and Ms. Prerna Singh assisted in the preparation of the manuscript.

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