Abstract

Abstract. On 27 May 1937, after one week of sustained heavy rainfall, a voluminous flood caused the death of at least 300 people and the destruction of the historic El Carmen church and several neighborhoods in the mining region of Tlalpujahua, Michoacán, central Mexico. This destructive flood was triggered by the breaching of the impoundment of the Los Cedros tailings and the sudden release of circa 16 Mt of water-saturated waste materials. The muddy silty flood, moving at estimated speeds of 20–25 m s−1, was channelized along the Dos Estrellas and Tlalpujahua drainages and devastated everything along its flow path. After advancing 2.5 km downstream, the flood slammed into El Carmen church and surrounding houses at estimated speeds of ~ 7 m s−1, destroying many construction walls and covering the church floor with ~ 2 m of mud and debris. Revision of eyewitness accounts and newspaper articles, together with analysis of archived photographic materials, indicated that the flood consisted of three muddy pulses. Stratigraphic relations and granulometric data for selected proximal and distal samples show that the flood behaved as a hyperconcentrated flow along most of its trajectory. A total volume of the Lamas flood deposit was estimated as 1.5 × 106 m3. The physically based bidimensional (2-D) hydraulic model FLO-2D was implemented to reproduce the breached flow (0.5 sediment concentration) with a maximum flow discharge of 8000 m3 s−1 for a total outflow volume (sediment + water) of 2.5 × 106 m3, similar to the calculations obtained using field measurements. Even though premonitory signs of possible impoundment failure were reported days before the flood, and people living downstream were alerted, authorities ordered no evacuations or other mitigative actions. The catastrophic flood at Tlalpujahua provides a well-documented, though tragic, example of impoundment breaching of a tailings dam caused by the combined effects of intense rainfall, dam weakness, and inadequate emergency-management protocols – unfortunately an all-too-common case scenario for most of the world's mining regions.

Highlights

  • “Tailings” is the general term for milled waste materials from processing of ore that are successively accumulated during the course of mining activities (Rico et al, 2008b)

  • Several dam failures have occurred during the past century, with key examples studied in South Africa (Blight et al, 1981; Van Nierkirk and Vlijoen, 2005), Spain (AyalaCarcedo, 2004; Gens and Alonso, 2006), Italy (Genevois and Tecca, 1993; Chandler and Tosatti, 1995; Berti et al, 1997), and Chile (Dobry and Alvarez, 1967)

  • We present a well-documented case study of a dam failure on 27 May 1937, caused by a combination of unusual rainfall and breaching of the tailings impoundment that generated a catastrophic flood in the town of Tlalpujahua, Michoacán, central Mexico

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Summary

Introduction

“Tailings” is the general term for milled waste materials from processing of ore that are successively accumulated during the course of mining activities (Rico et al, 2008b). Considering outflow volume versus runout distance, these authors grouped these floods into two categories: (1) floods with high-viscosity spilled mine waste and (2) floods with large volume of water within the tailings dam (70–85 %) related to heavy rains and dam overtopping. Despite all these data, there is an evident gap between the diversity of the tailings dam characteristics in the world and the relatively few studies documenting them, especially for cases in Latin America. Numerical simulations were able to mimic the velocities and depths of the flow as observed and calculated in the field

Data and methods
Somera V
Summary of the MDOT development
Mineralogy and chemistry of the tailings today
The Los Cedros tailings dam
Premonitory signs of a catastrophe
The 27 May 1937 flood known as “Las Lamas”
Distribution and volume
Description and granulometry
B Jesús del Monte hill
Discussion
Reconstruction of events
Flood behavior
Findings
Flow simulations
Conclusions
Full Text
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