Table 2: The results of seismic hazard and potential risk analyses for embankment dams as based on ICOLD method (1989).

* PGA = Peak ground acceleration in g
**PRF = Potential risk factor regardless with seismic parameters

Dam PGA Hazard class Hazard rating PRF Risk class Risk rating
Ataturk 0.028 I Low 36 IV Extreme
Adiguzel 0.156 II Moderate 36 IV Extreme
Altinkaya 0.039 I Low 36 IV Extreme
Hasan Ugurlu 0.162 II Moderate 36 IV Extreme
Menzelet 0.127 II Moderate 36 IV Extreme
Ozluce 0.142 II Moderate 36 IV Extreme
Kuzgun 0.180 II Moderate 28 III High
Kralkizi 0.037 I Low 36 IV Extreme
Kilikaya 0.322 IV Extreme 36 IV Extreme
Kirazdere 0.402 IV Extreme 34 IV Extreme
Camlidere 0.096 I Low 32 IV Extreme
Madra 0.276 III High 34 IV Extreme
Karacaoren I 0.044 I Low 36 IV Extreme
Kozan 0.055 I Low 36 IV Extreme
Hirfanli 0.072 I Low 36 IV Extreme
Aslantas 0.337 IV Extreme 36 IV Extreme
Almus 0.233 II Moderate 36 IV Extreme
Kalecik 0.095 I Low 26 III High
Guzelhisar 0.105 II Moderate 28 III High
Demirkopru 0.173 II Moderate 36 IV Extreme
Dicle 0.019 I Low 36 IV Extreme
Akyar 0.159 II Moderate 26 III High
Derinoz 0.308 IV Extreme 26 III High
Erzincan 0.564 IV Extreme 26 III High
Caybogazi 0.046 I Low 26 III High
Batman 0.019 I Low 36 IV Extreme
Hasanlar 0.321 III High 34 IV Extreme
Yaylakavak 0.099 I Low 26 III High
Gonen 0.440 IV Extreme 36 IV Extreme
Catalan 0.042 I Low 36 IV Extreme