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Transverse Variation of Food Compositions of <i>Corbicula bivalves</i>in a Tidal River with Series of Groins
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作者 Nannan Li Takashi Tashiro Tetsuro Tsujimoto 《Journal of Water Resource and Protection》 2015年第17期1473-1482,共10页
This study was conducted to clarify the food compositions of Corbicula bivalves (C. japonica and leana) in tidal rivers with varied landscapes. In order to grasp their trophic structures, we measured the carbon and ni... This study was conducted to clarify the food compositions of Corbicula bivalves (C. japonica and leana) in tidal rivers with varied landscapes. In order to grasp their trophic structures, we measured the carbon and nitrogen stable isotope ratios of the collected samples such as the bivalves with varied growth stages and the suspended particulate organic matters (SPOMs) with varied landscapes as their food sources, and then analyzed their relationships with IsoSource mixing model software. The stable isotope ratio measurements clarified that there was a large difference in the ranges of C. japonica and leana in spite of the same sampling locations, and the IsoSource analysis could quantitatively describe their food compositions. According to the results, it could be clarified that the variations in food compositions were dependent not only on the species difference but also on their growth stages. Furthermore, it might suggest that their diet preferences affected the spatial distributions of these Corbicula bivalves in this location. 展开更多
关键词 CORBICULA bivalves River ESTUARY Food Source IsoSource Mixing Model Software Stable ISOTOPE
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Kinematic Analysis and Rock Mass Classifications for Rock Slope Failure at USAID Highways
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作者 Ibnu Rusydy Nafisah Al-Huda +1 位作者 M.Fahmi Naufal Effendi 《Structural Durability & Health Monitoring》 EI 2019年第4期379-398,共20页
Rock slope kinematic analysis and rock mass classifications has been conducted at the 17^(th) km to 26^(th) km of USAID(United States Agency for International Development)highway in Indonesia.This research aimed to ex... Rock slope kinematic analysis and rock mass classifications has been conducted at the 17^(th) km to 26^(th) km of USAID(United States Agency for International Development)highway in Indonesia.This research aimed to examine the type of rock slope failures and the quality of rock mass as well.The scan-line method was performed in six slopes by using a geological compass to determine rock mass structure on the rock slope,and the condition of joints such as persistence,aperture,roughness,infilling material,weathering and groundwater conditions.Slope kinematic analysis was performed employing a stereographic projection.The rock slope quality and stability were investigated based on RMR(rock mass rating)and SMR(slope mass rating)parameters.The rock slope kinematic analysis revealed that planar failure was likely to occur in Slope 1,3,and 4,the wedge failure in Slope 1 and 6,and toppling failure in Slope 2,5,and 6.The RMR rating is ranging from 57 to 64 and can be categorized as Fair to Good rock.The SMR rating revealed that the failure probability of Slope 3 was 90%,while it was from 40%to 60%for others.Despite the uniform RMR for all slopes,the SMR was significantly different.The detailed quantitative consideration of orientation of joint sets and geometry of the slope contributed to such differences in outcomes. 展开更多
关键词 Engineering geology kinematic analysis rock mass classifications rock slope stability ACEH Indonesia
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