Performance of hydraulic structures during 6 February 2023 Kahramanmaraş, Türkiye, earthquake sequence

IF 3.1 2区 工程技术 Q2 ENGINEERING, CIVIL Earthquake Spectra Pub Date : 2024-07-24 DOI:10.1177/87552930241258295
Kemal Onder Cetin, Faik Cuceoglu, Bilal Umut Ayhan, Sefa Yildirim, Seckin Aydin, Sarper Demirdogen, Yasemin Er, Ayhan Gurbuz, Robb Eric S Moss
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Abstract

The earthquake sequence that occurred on 6 February 2023 in Türkiye, Kahramanmaraş, had a significant impact on 140 dams, most of which are located within a distance of 50 km from surface projection of the fault rupture. These dams experienced moderate to high levels of seismic intensity, with peak ground acceleration (PGA) estimated to vary between 0.1 and 1.3 g during the Pazarcık earthquake and 0.15 to 0.45 g during the Elbistan earthquake, depending on their proximity to the fault rupture. Although all dams were able to maintain water-retaining capabilities, some of them suffered from moderate to large permanent deformations. As part of the emergency response measures, the water levels at two of these dams, namely Sultansuyu and Arıklıkaş, were lowered in a controlled manner. Following the earthquakes, a comprehensive survey of all hydraulic structures within the influence zone was conducted, and the findings are represented in this study. These findings revealed that earthfill and rockfill dams sustained more significant damage compared with concrete dams, particularly in areas close to the fault rupture, where the shaking intensity was most pronounced. The amount of permanent displacements was observed to consistently increase with the height of the dam’s transverse section.
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2023 年 2 月 6 日土耳其卡赫拉曼马拉什地震序列中水力结构的性能
2023 年 2 月 6 日发生在土耳其卡赫拉曼马拉什(Kahramanmaraş)的地震序列对 140 座水坝产生了重大影响,其中大部分水坝位于距离断层破裂地表投影 50 公里的范围内。这些水坝经历了中等至高等级的地震烈度,在 Pazarcık 地震中,地面峰值加速度 (PGA) 估计在 0.1 至 1.3 g 之间,而在 Elbistan 地震中,地面峰值加速度 (PGA) 估计在 0.15 至 0.45 g 之间,具体取决于它们与断层破裂的距离。虽然所有大坝都能保持蓄水能力,但其中一些大坝出现了中度到较大的永久变形。作为应急措施的一部分,其中两座水坝,即苏丹苏尤水坝和阿勒克勒卡斯水坝的水位被有控制地降低。地震发生后,对影响区内的所有水力结构进行了全面调查,调查结果载于本研究报告中。这些调查结果显示,与混凝土大坝相比,土坝和填石坝受到的破坏更为严重,尤其是在靠近断层破裂处的区域,那里的震动强度最为明显。据观察,永久位移量随着大坝横截面高度的增加而持续增加。
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来源期刊
Earthquake Spectra
Earthquake Spectra 工程技术-工程:地质
CiteScore
8.40
自引率
12.00%
发文量
88
审稿时长
6-12 weeks
期刊介绍: Earthquake Spectra, the professional peer-reviewed journal of the Earthquake Engineering Research Institute (EERI), serves as the publication of record for the development of earthquake engineering practice, earthquake codes and regulations, earthquake public policy, and earthquake investigation reports. The journal is published quarterly in both printed and online editions in February, May, August, and November, with additional special edition issues. EERI established Earthquake Spectra with the purpose of improving the practice of earthquake hazards mitigation, preparedness, and recovery — serving the informational needs of the diverse professionals engaged in earthquake risk reduction: civil, geotechnical, mechanical, and structural engineers; geologists, seismologists, and other earth scientists; architects and city planners; public officials; social scientists; and researchers.
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