1,571 research outputs found
A Scanning Electron Microscopic Technique for Three-Dimensional Visualization of the Spatial Arrangement of Metaphase, Anaphase and Telophase Chromatids
Chromosome and chromatid alignment in mitotic configurations remains a topic of interest because there is little precise information. For example, reconstruction of mitotic configurations from serial sections collected with transmission electron microscopy has proven to be neither practical nor a sensitive method for conceptualizing these arrangements. Similarly light microscopy has been even more unsatisfactory because of its limited resolution and lack of three-dimensional capabilities. These limitations conceivably could be overcome by visualization of mitotic configurations by scanning electron microscopy (SEM). However, SEM has its limitations, of which the most obvious with regard to visualization of mitotic configurations, is that such structures in dividing cells are obscured from the beam by membranes, cellular organelles, and the mitotic apparatus. These contaminants, we have found, can be removed by the appropriate procedure such that a direct three-dimensional visualization of intact life-like mitotic configurations of chromatids from mammalian cells is possible. We also demonstrate that these configurations, although some artifacts may exist, retain the same basic shape and chromatid arrangements throughout metaphase, anaphase, and telophase when compared to configurations isolated with a non-ionic detergent and neutral buffers
Chromatid Behavior in Late Mitosis: A Scanning Electron Microscopy Analysis of Mammalian Cell Lines with Various Chromosome Numbers
Chromatid activity during the process of nuclear reformation following metaphase is a period of mitosis where little precise information is available. Nuclear reformation requires that chromosomes, at metaphase and chromatids during anaphase and telophase align, position and associate in a clearly defined sequence to insure the specific design of each nucleus. Four cell lines with chromosome numbers ranging from seven to almost seventy were chosen to determine whether the process of nuclear assembly is the same throughout. Chromosomal alignment at metaphase is found to be radial in all four cell lines. Chromosome positioning is essentially the same in all four, where the smaller chromosomes are located centrally and longer ones are positioned peripherally in a radial alignment. Chromosomal association is directly related to chromosome number. The more chromosomes in a one dimensional plane occupying a given area, the closer the association. In comparing the HeLaS3 and muntjac chromatids, the former has the closer association at metaphase. Since association is the most important aspect of chromatid behavior in nuclear reformation, chromatid positioning becomes a vital process during anaphase movement. Chromatid positions established during anaphase determines later positioning in the interphase nucleus because of the subsequent interconnection of adjacent chromatids by the formation of a fibrous meshwork. This fibrous meshwork, formed in anaphase and early telophase, functions to stabilize chromatids following their positioning and it also serves as a substrate or matrix for the assembly of nuclear envelope
Analysis of Primary/Containment Coupling Phenomena Characterizing the MASLWR Design During a SBLOCA Scenario
Today considering the world energy demand increase, the use of advanced nuclear power
plants, have an important role in the environment and economic sustainability of country
energy strategy mix considering the capacity of nuclear reactors of producing energy in safe
and stable way contributing in cutting the CO2 emission (Bertel & Morrison, 2001; World
Energy Outlook-Executive Summary, 2009; Wolde-Rufael & Menyah, 2010; Mascari et al.,
2011d). According to the information’s provided by the “Power Reactor Information
System” of the International Atomic Energy Agency (IAEA), today 433 nuclear power
reactors are in operation in the world providing a total power installed capacity of 366.610
GWe, 5 nuclear reactors are in long term shutdown and 65 units are under construction
(IAEA PRIS, 2011).
In the last 20 years, the international community, taking into account the operational
experience of the nuclear reactors, starts the development of new advanced reactor designs,
to satisfy the demands of the people to improve the safety of nuclear power plants and the
demands of the utilities to improve the economic efficiency and reduce the capital costs
(D'Auria et al., 1993; Mascari et al., 2011c). Design simplifications and increased design
margins are included in the advanced Light Water Reactors (LWR) (Aksan, 2005). In this
framework, the project of some advanced reactors considers the use of emergency systems
based entirely on natural circulation for the removal of the decay power in transient
condition and in some reactors for the removal of core power during normal operating
conditions (IAEA-TECDOC-1624, 2009; Mascari et al., 2010a; Mascari et al., 2011d). For
example, if the normal heat sink is not available, the decay heat can be removed by using a
passive connection between the primary system and heat exchangers (Aksan, 2005; Mascari
et al., 2010a, Mascari, 2010b). The AP600/1000 (Advanced Plant 600/1000 MWe) design, for example, includes a Passive Residual Heat Removal (PRHR) system consisting of a C-Tube
type heat exchanger immersed in the In-containment Refueling Water Storage Tank
(IRWST) and connected to one of the Hot Legs (HL) (IAEA-TECDOC-1391, 2004; Reyes,
2005c; Gou et al., 2009; Mascari et al., 2010a). A PRHR from the core via Steam Generators
(SG) to the atmosphere, considered in the WWER-1000/V-392 (Water Moderated, Water
Cooled Energy Reactor) design, consists of heat exchangers cooled by atmospheric air, while
the PRHR via SGs, considered in the WWER-640/V-407 design, consists of heat exchangers
immersed in emergency heat removal tanks installed outside the containment (Kurakov et
al., 2002; IAEA-TECDOC-1391, 2004; Gou et al., 2009; Mascari et al., 2010a). In the AC-600
(Advanced Chinese PWR) the PRHR heat exchangers are cooled by atmospheric air (IAEATECDOC
1281, 2002; Zejun et al., 2003; IAEA-TECDOC-1391, 2004; Gou et al., 2009; Mascari
et al., 2010a) and in the System Integrated Modular Advanced Reactor (SMART) the PRHR
heat exchangers are submerged in an in-containment refuelling water tank (IAEA-TECDOC-
1391, 2004; Lee & Kim, 2008; Gou et al., 2009; Mascari et al., 2010a). The International
Reactor Innovative and Secure (IRIS) design includes a passive Emergency Heat Removal
System (EHRS) consisting of an heat exchanger immersed in the Refueling Water Storage
Tank (RWST). The EHRS is connected to a separate SG feed and steam line and the RWST is
installed outside the containment structure (Carelli et al., 2004; Carelli et al., 2009; Mascari,
2010b; Chiovaro et al., 2011). In the advanced BWR designs the core water evaporates,
removing the core decay heat, and condenses in a heat exchanger placed in a pool. Then the
condensate comes back to the core (Hicken & Jaegers, 2002; Mascari et al., 2010a). For
example, the SWR-1000 (Siede Wasser Reaktor, 1000 MWe) design has emergency
condensers immersed in a core flooding pool and connected to the core, while the ESBWR
(Economic Simplified Boiling Water Reactor) design uses isolation condensers connected to
the Reactor Pressure Vessel (RPV) and immersed in external pools (IAEA-TECDOC-1391,
2004; Aksan, 2005; Mascari et al., 2010a).
The designs of some advanced reactors rely on natural circulation for the removing of the
core power during normal operation. Examples of these reactors are the MASLWR (Multi-
Application Small Light Water Reactor), the ESBWR, the SMART and the Natural
Circulation based PWR being developed in Argentina (CAREM)(IAEA-TECDOC-1391, 2004;
IAEA -TECDOC-1474, 2005; Mascari et al., 2010a). In particular the MASLWR (Modro et al.,
2003), figure 1, is a small modular integral Pressurized Water Reactor (PWR) relying on
natural circulation during both steady-state and transient operation.
In the development process of these advanced nuclear reactors, the analysis of single and
two-phase fluid natural circulation in complex systems (Zuber, 1991; Levy, 1999; Reyes &
King, 2003; IAEA-TECDOC-1474, 2005; Mascari et al., 2011e), under steady state and
transient conditions, is crucial for the understanding of the physical and operational
phenomena typical of these advanced designs. The use of experimental facilities is
fundamental in order to characterize the thermal hydraulics of these phenomena and to
develop an experimental database useful for the validation of the computational tools
necessary for the operation, design and safety analysis of nuclear reactors. In general it is
expensive to design a test facility to develop experimental data useful for the analyses of
complex system, therefore reduced scaled test facilities are, in general, used to characterize
them. Since the experimental data produced have to be applicable to the full-scale
prototype, the geometrical characteristics of the facility and the initial and boundary conditions of the selected tests have to be correctly scaled. Since possible scaling distortions
are present in the experimental facility design, the similitude of the main thermal hydraulic
phenomena of interest has to be assured permitting their accurate experimental simulation
(Zuber, 1991; Reyes, 2005b; Reyes et al., 2007; Mascari et al., 2011e).
Fig. 1. MASLWR conceptual design layout (Modro et al, 2003; Reyes et al., 2007; Mascari et
al., 2011a).
Different computer codes have been developed to characterize two-phase flow systems,
from a system and a local point of view. Accurate simulation of transient system behavior of
a nuclear power plant or of an experimental test facility is the goal of the best estimate
thermal hydraulic system code. The evaluation of a thermal hydraulic system code’s
calculation accuracy is accomplished by assessment and validation against appropriate
system thermal hydraulic data, developed either from a running system prototype or from a
scaled model test facility, and characterizing the thermal hydraulic phenomena during both
steady state and transient conditions. The identification and characterization of the relevant
thermal hydraulic phenomena, and the assessment and validation of thermal hydraulic
systems codes, has been the objective of multiple international research programs (Mascari
et al., 2011a; Mascari et al., 2011c).
In this international framework, Oregon State University (OSU) has constructed, under a
U.S. Department of Energy grant, a system level test facility to examine natural circulation
phenomena of importance to the MASLWR design. The scaling analysis of the OSUMASLWR
experimental facility was performed in order to have an adequately simulation of
the single and two-phase natural circulation, reactor system depressurization during a
blowdown and the containment pressure response typical of the MASLWR prototype
(Zuber, 1991; Reyes & King, 2003; Reyes, 2005b). A previous testing program has been conducted in order to assess the operation of the prototypical MASLWR under normal full
pressure and full temperature conditions and to assess the passive safety systems under
transient conditions (Modro et al. 2003; Reyes & King, 2003; Reyes, 2005b; Reyes et al., 2007;
Mascari et al., 2011e). The experimental data developed are useful also for the assessment
and validation of the computational tools necessary for the operation, design and safety
analysis of nuclear reactors.
For many years, in order to analyze the LWR reactors, the USNRC has maintained four
thermal-hydraulic codes of similar, but not identical, capabilities, the RAMONA, RELAP5,
TRAC-B and TRAC-P. In the last years, the USNRC is developing an advanced best estimate
thermal hydraulic system code called TRAC/RELAP Advanced Computational Engine or
TRACE, by merging the capabilities of these previous codes, into a single code (Boyac &
Ward, 2000; TRACE V5.0, 2010; Reyes, 2005a; Mascari et al., 2011a). The validation and
assessment of the TRACE code against the MASLWR natural circulation database,
developed in the OSU-MASLWR test facility, is a novel effort.
This chapter illustrates an analysis of the primary/containment coupling phenomena
characterizing the MASLWR design mitigation strategy during a SBLOCA scenario and, in
the framework of the performance assessment and validation of thermal hydraulic system
codes, a qualitative analysis of the TRACE V5 code capability in reproducing it
Elucidation of the metabolites of the novel psychoactive substance 4-methyl-N-ethyl-cathinone (4-MEC) in human urine and pooled liver microsomes by GC-MS & LC-HR-MS/MS techniques and of its detectability by GC-MS or LC-MS(n) standard screening approaches
4-methyl-N-ethcathinone (4-MEC), the N-ethyl homologue of mephedrone, is a novel psychoactive substance of the beta-keto amphetamine (cathinone) group. The aim of the present work was to study the phase I and phase II metabolism of 4-MEC in human urine as well as in pooled human liver microsome (pHLM) incubations. The urine samples were worked up with and without enzymatic cleavage, the pHLM incubations by simple deproteinization. The metabolites were separated and identified by gas chromatography-mass spectrometry (GC-MS) and liquid chromatography-high resolution-tandem mass spectrometry (LC-HR-MS/MS). Based on the metabolites identified in urine and/or pHLM, the following metabolic pathways could be proposed: reduction of the keto group, N-deethylation, hydroxylation of the 4-methyl group followed by further oxidation to the corresponding 4-carboxy metabolite, and combinations of these steps. Glucuronidation could only be observed for the hydroxy metabolite. These pathways were similar to those described for the N-methyl homologue mephedrone and other related drugs. In pHLM, all phase I metabolites with the exception of the N-deethyl-dihydro isomers and the 4-carboxy-dihydro metabolite could be confirmed. Glucuronides could not be formed under the applied conditions. Although the taken dose was not clear, an intake of 4-MEC should be detectable in urine by the GC-MS and LC-MS(n) standard urine screening approaches at least after overdose
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