Abstract

Safety evaluation is a fundamental stage of existing dams and their appurtenant structures, which have a high-risk potential for downstream life and property. Turkey is a country, which seismically settled at one of the most active regions in the world, and earthquakes with high magnitude frequently occur here. There are some regions, which are severely under threatening of earthquakes. One of them is the Marmara region with twenty-four million people. This region, namely the Marmara basin, has at least forty-five large dams with different types. This study considered nineteen of them to relieve their seismic hazard parameters for all dam sites and total risk for each structure. The study area is lying in a seismically, very active part of Turkey. The southern part of the basin is structurally cut by the North Anatolian Fault, which is a famous structural feature that produces deathful earthquakes, and its offshoots. The analyses have indicated that peak acceleration widely ranges for the nineteen dam sites of this basin. The total risk analyses have concluded that most of the dams in the metropolitan area have high-risk classes and a significant effect for public safety.

Highlights

  • Methods of AnalysisThe peak ground acceleration (PGA) is the parameter to be used in defining the seismic hazard of a dam site

  • Safety evaluation is a fundamental stage of existing when well compacted according to the specifications

  • Nineteen large dams, located on different seismic zones of the Marmara basin, were analyzed to estimate their seismic hazards and risk classes based on the actual earthquakes occurred within the basin and structural features of dams

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Summary

Methods of Analysis

The peak ground acceleration (PGA) is the parameter to be used in defining the seismic hazard of a dam site. The study considers seismic zones and earthquakes within the area having a radius of 100 km around the dam site. The seismic hazard study includes probabilistic and deterministic analyses. Design engineers generally use the deterministic and probabilistic seismic hazard analyses. The deterministic seismic hazard analysis (DSHA) considers a scenario having a four-step process and provides a straightforward framework for the assessment of the worst ground motions. The study adopted various attenuation relationships to calculate the peak ground acceleration (PGA) acting on dam sites due to unavailability of strong motion records.

Seismic Hazard Analyses
Total Risk Analyses
Discussions
Findings
Conclusions
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