• Title/Summary/Keyword: CXI

Search Result 4, Processing Time 0.034 seconds

The Development of Beamline Hutch Structures at PAL-XFEL (PAL-XFEL 빔라인 허치 구조물 개발)

  • Kim, Seungnam;Kim, Myeongjin;Kim, Seonghan;Kim, Yeongchan;Shin, Hocheol;Kim, Jihwa;Kim, Kyeongsuk;Kim, Kwangwoo;Eom, Intae
    • Transactions of the Korean Society for Noise and Vibration Engineering
    • /
    • v.26 no.5
    • /
    • pp.567-577
    • /
    • 2016
  • The hutches which are installed in the beamline are largely classified into two, i.e XPP (X-ray pump probe) and CXI (Coherent X-ray image). Laser room is installed on the hutch and provides laser to XPP and CXI simultaneously. And two hutches have heavy crane to install some optics equipments. Safety and reliability of hutch structures should be taken into account for the precise operating of the laser facilities, so vibration analysis is essential to do this. The main purpose of vibration analysis is to install hutch structures with large stiffness. We have changed materials specification several times to install hutch structures having strong stiffness. Now hutch structures were installed and checked vibration status at laser room and XPP hutch. The results of laser table and robot arm satisfy vibration criteria. This paper explains about the design and vibration analysis of hutch structures.

Coherent Diffraction Imaging at PAL-XFEL

  • Kim, Sangsoo;Nam, Kihyun;Park, Jaehyun;Kim, Kwangoo;Kim, Bongsoo;Ko, Insoo
    • Proceedings of the Korean Vacuum Society Conference
    • /
    • 2016.02a
    • /
    • pp.85.2-85.2
    • /
    • 2016
  • With the advent of ultra-short high-intense XFEL (X-ray Free Electron Laser), time-resolved dynamics has become of great importance in exploring femtosecond real-world phenomena of nanoscience and biology. These include studying the response of materials to femtosecond laser excitation and investigating the interaction of XFEL itself with condensed matter. A variety of dynamic phenomena have been investigated such as radiation damage, ultrafast melting process, non-equilibrium phase transitions caused by orbital-lattice-spin couplings. As far as bulk materials are concerned, the sample size has no effect on the following dynamic process. As a result, imaging information is not required by and large. If the sample size is of tens of nanometers, however, sample starts to experience quantum confinement effect which, in turn, affects the following dynamic process. Therefore, to understand the fundamental dynamic phenomena in nano-science, time-resolved imaging information is essential. In this talk, we will briefly introduce scientific highlights achieved in XFEL-based dynamics. In case of bio-imaging, recent scientific topics will be mentioned as well. Finally, we will aim to present feasible topics in ultrafast time-resolved imaging and to discuss the future plan of CXI beamline at PAL-XFEL.

  • PDF

Metabolic Engineering of Corynebacterium glutamicum for N-acetylglucosamine Production (N-아세틸글루코사민 생산을 위한 코리네박테리움 글루타미컴의 대사공학)

  • Kim, Jin-Yeon;Kim, Bu-yeon;Moon, Kyung-Ho;Lee, Jin-Ho
    • Microbiology and Biotechnology Letters
    • /
    • v.47 no.1
    • /
    • pp.78-86
    • /
    • 2019
  • Recombinant Corynebacterium glutamicum producing N-acetylglucosamine (GlcNAc) was constructed by metabolic engineering. To construct a basal strain producing GlcNAc, the genes nagA, nagB, and nanE encoding N-acetylglucosamine-6-phosphate deacetylase, glucosamine-6-phosphate deaminase, and N-acetylmannosamine-6-phosphate epimerase, respectively, were sequentially deleted from C. glutamicum ATCC 13032, yielding strain KG208. In addition, the genes glmS and gna1 encoding glucosamine-6-phosphate synthase and glucosamine-6-phosphate N-acetyltransferase, which originated from C. glutamicum and Saccharomyces cerevisiae, respectively, were expressed in several expression vectors. Among several combinations of glmS and gna1 expression, recombinant cells expressing glmS and gna1 under control of the ilvC promoter produced 1.77 g/l of GlcNAc and 0.63 g/l of glucosamine in flask cultures.

On the vibration influence to the running power plant facilities when the foundation excavated of the cautious blasting works. (노천굴착에서 발파진동의 크기를 감량 시키기 위한 정밀파실험식)

  • Huh Ginn
    • Explosives and Blasting
    • /
    • v.9 no.1
    • /
    • pp.3-13
    • /
    • 1991
  • The cautious blasting works had been used with emulsion explosion electric M/S delay caps. Drill depth was from 3m to 6m with Crawler Drill ${\phi}70mm$ on the calcalious sand stone (soft -modelate -semi hard Rock). The total numbers of test blast were 88. Scale distance were induced 15.52-60.32. It was applied to propagation Law in blasting vibration as follows. Propagtion Law in Blasting Vibration $V=K(\frac{D}{W^b})^n$ were V : Peak partical velocity(cm/sec) D : Distance between explosion and recording sites(m) W : Maximum charge per delay-period of eight milliseconds or more (kg) K : Ground transmission constant, empirically determind on the Rocks, Explosive and drilling pattern ets. b : Charge exponents n : Reduced exponents where the quantity $\frac{D}{W^b}$ is known as the scale distance. Above equation is worked by the U.S Bureau of Mines to determine peak particle velocity. The propagation Law can be catagorized in three groups. Cubic root Scaling charge per delay Square root Scaling of charge per delay Site-specific Scaling of charge Per delay Plots of peak particle velocity versus distoance were made on log-log coordinates. The data are grouped by test and P.P.V. The linear grouping of the data permits their representation by an equation of the form ; $V=K(\frac{D}{W^{\frac{1}{3}})^{-n}$ The value of K(41 or 124) and n(1.41 or 1.66) were determined for each set of data by the method of least squores. Statistical tests showed that a common slope, n, could be used for all data of a given components. Charge and reduction exponents carried out by multiple regressional analysis. It's divided into under loom over loom distance because the frequency is verified by the distance from blast site. Empirical equation of cautious blasting vibration is as follows. Over 30m ------- under l00m ${\cdots\cdots\cdots}{\;}41(D/sqrt[2]{W})^{-1.41}{\;}{\cdots\cdots\cdots\cdots\cdots}{\;}A$ Over 100m ${\cdots\cdots\cdots\cdots\cdots}{\;}121(D/sqrt[3]{W})^{-1.66}{\;}{\cdots\cdots\cdots\cdots\cdots}{\;}B$ where ; V is peak particle velocity In cm / sec D is distance in m and W, maximLlm charge weight per day in kg K value on the above equation has to be more specified for further understaring about the effect of explosives, Rock strength. And Drilling pattern on the vibration levels, it is necessary to carry out more tests.

  • PDF