{"title":"An updated Probabilistic Seismic Hazard Analysis (PSHA) for Sudan and South Sudan","authors":"Mohammed Al-Ajamee","doi":"10.1007/s10064-024-03874-9","DOIUrl":null,"url":null,"abstract":"<div><p>This paper aims to comprehensively update seismic hazard assessments for Sudan and South Sudan using the Probabilistic Seismic Hazard Analysis (PSHA) method. To achieve this goal, a new and up-to-date earthquake database was developed, which includes a newly unified and updated declustered catalog, earthquake sources, and focal mechanism database. Different magnitudes were homogenized to the moment magnitude (Mw) using region-specific conversion relationships based on orthogonal regression. In addition, two types of seismotectonic idealization were considered in the seismicity assessment: the area source model and the linear (fault) source model. Focal mechanisms were used to refine the stress regime for seismicity sources derived from formal inversion analysis. To handle uncertainty, the logic-tree framework is employed, with three different Ground Motion Prediction Equations (GMPEs). The results are obtained in terms of the PGA and for the first time the spectral accelerations at two vibration periods of 0.1 s and 1 s for 475 and 975 years return periods, respectively. Hazard curves and Uniform Hazard Spectra were obtained for three considerably vulnerable cities, and PSHA disaggregation was performed in the highest risk regions with nearby seismic sources. The highest PGA values were 0.195 g and 0.285 g, with a 10% and 2% chance of exceeding these values in 50 years, respectively, in South Sudan along the western branch of the East African Rift System (EARS). In view of the increase in population and infrastructure development in the region, these results will be invaluable for seismic safety and design.</p></div>","PeriodicalId":500,"journal":{"name":"Bulletin of Engineering Geology and the Environment","volume":"83 10","pages":""},"PeriodicalIF":3.7000,"publicationDate":"2024-09-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Bulletin of Engineering Geology and the Environment","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s10064-024-03874-9","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, ENVIRONMENTAL","Score":null,"Total":0}
引用次数: 0
Abstract
This paper aims to comprehensively update seismic hazard assessments for Sudan and South Sudan using the Probabilistic Seismic Hazard Analysis (PSHA) method. To achieve this goal, a new and up-to-date earthquake database was developed, which includes a newly unified and updated declustered catalog, earthquake sources, and focal mechanism database. Different magnitudes were homogenized to the moment magnitude (Mw) using region-specific conversion relationships based on orthogonal regression. In addition, two types of seismotectonic idealization were considered in the seismicity assessment: the area source model and the linear (fault) source model. Focal mechanisms were used to refine the stress regime for seismicity sources derived from formal inversion analysis. To handle uncertainty, the logic-tree framework is employed, with three different Ground Motion Prediction Equations (GMPEs). The results are obtained in terms of the PGA and for the first time the spectral accelerations at two vibration periods of 0.1 s and 1 s for 475 and 975 years return periods, respectively. Hazard curves and Uniform Hazard Spectra were obtained for three considerably vulnerable cities, and PSHA disaggregation was performed in the highest risk regions with nearby seismic sources. The highest PGA values were 0.195 g and 0.285 g, with a 10% and 2% chance of exceeding these values in 50 years, respectively, in South Sudan along the western branch of the East African Rift System (EARS). In view of the increase in population and infrastructure development in the region, these results will be invaluable for seismic safety and design.
期刊介绍:
Engineering geology is defined in the statutes of the IAEG as the science devoted to the investigation, study and solution of engineering and environmental problems which may arise as the result of the interaction between geology and the works or activities of man, as well as of the prediction of and development of measures for the prevention or remediation of geological hazards. Engineering geology embraces:
• the applications/implications of the geomorphology, structural geology, and hydrogeological conditions of geological formations;
• the characterisation of the mineralogical, physico-geomechanical, chemical and hydraulic properties of all earth materials involved in construction, resource recovery and environmental change;
• the assessment of the mechanical and hydrological behaviour of soil and rock masses;
• the prediction of changes to the above properties with time;
• the determination of the parameters to be considered in the stability analysis of engineering works and earth masses.