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Distribution of δ34S (SO4) values with depth from surface to 180 m was presented by Neretin et al. [17].
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Recent experimental investigations on major and minor actinides at the JRC-IRMM are presented.
The design, operation, and measurement methodology are described and preliminary data for Coryphaenoides armatus at 4000 m are presented.
In this study, a series of 27 tests on 27 full-scale reinforced concrete (RC) slabs measuring 4 m × 2.6 m × 0.3 m is presented.
In this study, a series of seven tests on seven full-scale slabs measuring 4 m × 2.6 m × 0.3 m is presented.
The section characteristics of HF-Sx as a blade section for 10 m are presented and its characteristics are compared with other hydrofoils used in marine current turbines.
Finally, details of the fabrication and experimentally determined performance of this solar still with a basin width of 0.2 m are presented in this chapter.
The design of a new hybrid-type undulator with a fixed gap of 6.4 mm, a period of 30 mm and a length of 3.4 m is presented.
Some important integral conservation laws of elastostatics are considered and the connection between the material forces and the conserved integrals (J and M) is presented.
Lower and upper bounds on the overall miss probability of RANDOM (m) are presented.
The tendency of the optimal average distances varying with m is presented in Fig. 3.
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