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Two-dimensional shear-wave velocity structures of the Korea peninsula from large explosions (대규모 발파를 통한 한반도 지각의 2차원적 횡파 속도구조 연구)

  • Kim, Ki-Young;Hong, Myung-Ho;Lee, Jung-Mo;Moon, Woo-Il;Baag, Chang-Eob;Jung, Hee-Ok
    • 한국지구물리탐사학회:학술대회논문집
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    • 2007.06a
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    • pp.75-79
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    • 2007
  • To investigate the shear-wave velocity structures of the Korean peninsula, exploded seismic signals were recorded for 120 s along a 294-km WNW-ESE line and 150 s along a 335-km NNW-SSE line in 2002 and 2004, respectively. First arrival times of shear wave were inverted to derive the velocity tomograms. Initial shear-wave 1-D models were built using the initial P-wave velocity models used by Kim et al. and $V_p/V_s$ ratios of the IASP91 model. The raypaths indicate existence of mid-crust interfaces at the depth of 2-3 km and 16 km. The deepest significant interface corresponding to the Moho discontinuity varies in depth from 32 km to 36 km. The refraction velocity along the interface varies from 4.4 km/s to 4.6 km/s. The velocity tomograms also indicate existence of a low-velocity zone at the depth of 7.8 km under the Okchon fold belt.

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The Effects of Simulation-based Education on the Clinical Reasoning Competence, Clinical Competence, and Educational Satisfaction (시뮬레이션 교육이 간호학생의 임상추론역량과 임상수행능력 및 교육만족도에 미치는 효과)

  • Kang, Hee;Kang, Hee-Young
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.21 no.8
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    • pp.107-114
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    • 2020
  • This study was conducted to examine the effects of simulation-based education on the clinical reasoning competence, clinical competence, and satisfaction with simulation experience (SSE). The research design was one group pretest-posttest. Study participants were 89 third-year nursing students from C University in G city, who were engaged the simulation-based education for eight weeks from August to October 2019. Learning scenario titles were blood transfusion reaction patient care with postoperative total hip replacement, hypoglycemia patient care with diabetes mellitus, and hyperkalemia patient care with liver cirrhosis. The data were analyzed by paired t-test using SPSS Win 23.0 program. After applying simulation-based education, nursing students' clinical reasoning competence (t=-17.082, p<.001) and clinical competence(t=-18.40, p<.001) improved significantly. SSE score was 4.65 out of 5 points. The results indicate that the simulation-based education in this study gave the students the experience of providing qualified and secure nursing care under conditions similar to those in the real clinical field. To improve the clinical reasoning competence and clinical competence of nursing students, various cases scenarios are developed and simulation-based education should be applied to more subjects in the nursing curriculum.

Type and Contents of Health Records and Recording Tendencies of Nurses in Small-Scale-Enterprises (소규모 사업장 보건관리 산업간호사의 업무서식과 기록행태)

  • Yoo, Kyung-Hae;Kang, Eun-Hong;Cha, Nam-Hyun
    • Korean Journal of Occupational Health Nursing
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    • v.10 no.1
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    • pp.74-92
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    • 2001
  • This study was carried out to investigate the types of health documents for nurses, the content of informations in the documents, and writing behaviors of occupational health nurses. Health documents were collected from 7 nurses who were working in 7 group occupational health agencies (GOHA) located at Seoul and Inchon area in Korea. The collected health documents written in January to June 1999 were analyzed, and revealed the following results. 1) The occupational health nurses were using 9 to 18 different types of health documents. The contents of the documents were considered quite similar to each other with slightly different headings and items to record. Among different types of health documents. Health Management Card for Workplace', Nursing performance sheet and Workplace environmental checklist were in common among nurses and were used for content analysis. 2) The 'Health Management Card for Workplace' was the only formal sheet of small-scale-enterprises (SSE) for health management, in which health and safety related information was recorded. The information on nursing services were recorded on the Nursing performance sheet, which has slightly different names on each type with similar contents. The Workplace environment checklist was for the information on general work environment management and mainly status of workplace hygiene. This checklist is to be used by or with nurses among the 3 types health professional team such as doctor, hygienist, and nurse, but it seemed not being used frequently by nurses. 3) Analysis on recording tendencies of nurses revealed that the writing styles of occupational health nurses were associated with 'memo' using a few number of words and short sentences. The amount of information by this kind of recording style was considered not enough for health management situation. The possible reasons for nurses to use this writing style might be insufficient time for recording and improper designed format of health documents. Because nurses working in SSE spend more time on the roads to visit workplaces, nurses may not found enough time for recording properly within their working time. In addition, the health records were designed to focus on the frequency of nurse's performance in certain types of work rather than on the method they used to deal with health problems. In conclusion, this study suggests that some steps are necessary to develop health documents and recording system which is appropriate to occupational health nurses. The educational need for nurses on appropriate recording behavior is also recommended.

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Binary and Ternary Competitive Adsorption of Basic Dyes from Aqueous Solution onto the Conchiolin Layer (수용액에서의 이성분 및 삼성분 염기성 염료의 진주층에 대한 경쟁흡착)

  • Shin, Choon-Hwan;Song, Dong-Ik
    • Journal of Korean Society of Environmental Engineers
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    • v.28 no.3
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    • pp.270-275
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    • 2006
  • The cultivated pearls collected for the study were pretreated through the removal of contaminants and the surface bleaching for easy dyeing. Coloring of pearls are necessary after selecting dyes adsorbable to the Conchiolin layer, a kind of hard protein formed in the seawater, covering the surface of the pretreated pearls. Dyes adsorbable to the Conchiolin layers are mostly basic dyes such as Rhodamine 6G(R6G), Rhodamine B(RB), Methylene Blue(MB) etc. and the binary and ternary competitive adsorption were performed by mixing two or three dyes together. The multi-dye adsorption data were compared with the predictions from the ideal adsorbed solution theory(IASI) combined with the single-dye adsorption model, the Langmuir or the Redlich-Peterson(RP) model. The quality of prediction was compared by using determination coefficient($R^2$) and standard deviation(SSE) values. Predictions from the IAST were found to be in good agreement with the data for the R6G/RB binary adsorption to the pearl layers not fractionated with their size, except for the adsorption data for RB at high concentrations. Among the three binary adsorption systems, R6G/RB, R6G/MB, and MB/RB, only the RB sorption data in the R6G/RB binary system was in poor agreement with the IAST prediction. Competitive adsorption data in ternay systems were in good agreement with the predictions from the IAST except for the RB data.

Review on Applicability of Local Scour Depth Calculation Formula in River (하천 세굴심 산정을 위한 교각 세굴심 산정식의 적용성 검토)

  • Min, ByungYun;Chang, HyungJoon;Lee, HoJin;Kim, SungDuk
    • Journal of Korean Society of Disaster and Security
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    • v.12 no.1
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    • pp.1-9
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    • 2019
  • The basic analysis of Soil and structural mechanics for the bridge substructure affected by the flow of water is sufficient in the construction of such bridges, but the stability of scour resulting from hydraulic phenomena is insufficient. In addition, it is not enough to estimate the scour depth of the bridge which reflects the watershed characteristics of the domestic river because it uses the formula for calculating the scour depth of the overseas piers in calculating the scour depth of the bridge. In this study, the application of the CSU (1993) formula, which is currently applied to the national river design criteria, was reviewed between the two formulas after calculating the scour after calculating the scour by applying another bridge deck scour calculation formula to take into account the uncertainty in the calculation of scour. In this study, in addition to the CSU (1993) formula, which is currently applied to Korean river design criteria, another scour depth calculation formula is applied to calculate uncertainty in scour depth calculation, was reviewed between the two formulas. The review confirmed that the SSE (%) showed a difference of at least 2.08%, up to 91.23%, and SSEn(%) at least 0.19%, up to 415.91%, when compared to the measured depth of the pier based on the hydraulic model experiment and the depth of the pier calculated with the nine scour depth formulas in use. In other words, it is confirmed that there are many differences between the scouring formulas of piers. The results of this study are expected to be used to estimate scour depth in future river design.

Response Analysis of the Slit type Breakwater under Coastal Waves and Flows (연안 파랑과 흐름하에서 슬릿방파제의 반응 해석)

  • Park, Sang-Gil;Lee, Joong-Woo;Kim, Kang-Min;Kang, Sug-Jin;Kim, Suk-Moon
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
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    • 2010.10a
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    • pp.53-54
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    • 2010
  • 국내에서 소규모 어항의 재개발에 관광객 유치를 위한 친환경적인 기술의 적용이 본격화되고 있다. 항내수질 개선이라는 목적 하에서 외곽시설인 방파제의 선택은 항내 정온과 제체 안정성의 확보가 전제되어야 한다. 따라서 본 연구에서는 친환경방파제인 슬릿방파제의 수리특성을 파악하기 위한 수리모형실험을 수행하고 그 결과를 이용하여 파랑변형 및 유동 실험을 수행하였다. 현장 적용성 확인을 위하여 선정된 구조라항은 우리나라 남해의 소규모 어항으로, SSE, S, SSW파향에 영향을 받는 지역으로, 슬릿방파제를 적용한 결과 제체안정성과 항내 정온도가 확보되는 것으로 나타났다. 이는 슬릿방파제의 특징으로 장주기파의 통과율이 뛰어나다는 점과 소파효과라는 1차적인 목적과 항만 및 연안수역에서 해수교환의 향상이라는 2차적인 목적을 동시에 만족하는 것으로 나타났다.

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Analysis of the Slit type Coastal Structures to the Field Application (슬릿형 해안구조물의 현장 적용성 분석)

  • Park, Sang-Gil;Lee, Joong-Woo;Kang, Sug-Jin;Kim, Suk-Moon;Gil, Moon-Mo
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
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    • 2010.04a
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    • pp.231-233
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    • 2010
  • 최근 어항에도 친환경항만을 건설하기 위한 노력이 국제적으로 확산되고 있으며, 우리나라에서도 어항의 정비 및 재개발부분에서 적극적으로 수질개선을 위한 기술 적용이 본격화 되고 있다. 본 연구는 우리나라 남해의 소규모 어항 및 해수욕장에 슬릿형 해안 구조물이 시공된 실해역의 실측자료와 수치해석을 통해 현장적용성의 분석을 수행하였다. 수치실험으로는 파랑작용 평형방정식을 이용하는 SWAN 모델을 구성하고 수리모형실험에서 분석된 실린더 슬릿형 방파제의 반사와 투과계수를 모텔에 도입하였다. 수치실험은 한국해양연구원의 전해역 심해설계파 추정 보고서 II (2005)중의 심해설계파 제원을 사용하였으며, 대상해역의 1970년~2006년 (37년간) 관측된 연최대 풍속자료를 이용하여 모델에 반영하였다. 설리항에서 S, SSE, SE계열의 파랑의 내습에 대한 분석을 수행하였으며, 그 결과 구조물이 항내에서 정온도가 유지되며 해수순환에도 이점이 있음을 현장관측 자료분석과 수치실험결과를 통하여 확인할 수 있었다.

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Improvement of aseismic performance of a PGSFR PHTS pump

  • Lee, Seong Hyeon;Lee, Jae Han;Kim, Sung Kyun;Kim, Jong Bum;Kim, Tae Wan
    • Nuclear Engineering and Technology
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    • v.52 no.8
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    • pp.1847-1861
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    • 2020
  • A design study was performed to improve the limit aseismic performance (LSP) of a primary heat transport system (PHTS) pump. This pump is part of the primary equipment of a prototype generation IV sodium-cooled fast reactor (PGSFR). The LSP is the maximum allowable seismic load that still ensures structural integrity. To calculate the LSP of the PHTS pump, a structural analysis model of the pump was developed and its dynamic characteristics were obtained by modal analysis. The floor response spectrum (FRS) initiated from a safety shutdown earthquake (SSE), 0.3 g, was applied to the support points of the PHTS pump, and then the seismic induced stresses were calculated. The structural integrity was evaluated according to the ASME code, and the LSP of the PHTS pump was calculated from the evaluation results. Based on the results of the modal analysis and LSP of the PHTS pump, design parameters affecting the LSP were selected. Then, ways to improve the LSP were proposed from sensitivity analysis of the selected design variables.

Application of Disinfection Models on the Plasma Process (플라즈마 공정에 대한 소독 모델 적용)

  • Back, Sang-Eun;Kim, Dong-Seog;Park, Young-Seek
    • Journal of Environmental Science International
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    • v.21 no.6
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    • pp.695-704
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    • 2012
  • The application of disinfection models on the plasma process was investigated. Nine empirical models were used to find an optimum model. The variation of parameters in model according to the operating conditions (first voltage, second voltage, air flow rate, pH) were investigated in order to explain the disinfection model. In this experiment, the DBD (dielectric barrier discharge) plasma reactor was used to inactivate Ralstonia Solanacearum which cause wilt in tomato plantation. Optimum disinfection models were chosen among the nine models by the application of statistical SSE (sum of squared error), RMSE (root mean sum of squared error), $r^2$ values on the experimental data using the GInaFiT software in Microsoft Excel. The optimum model was shown as Weibull+talil model followed by Log-linear+ Shoulder+Tail model. Two models were applied to the experimental data according to the variation of the operating conditions. In Weibull+talil model, Log10($N_o$), Log10($N_{res}$), ${\delta}$ and p values were examined. And in Log-linear+Shoulder+Tail model, the Log10($N_o$), Log10($N_{res}$), $k_{max}$, Sl values were calculated and examined.

Seismic Integrity Analysis of an Electric Distributing Board Using the Response Spectra Analysis Method (응답스펙트럼해석법을 이용한 배전반의 내진건전성 해석)

  • Choi, Young-Hyu;Kim, Soo-Tae;Seol, Sang-Seok;Moon, Sung-Choon
    • Journal of the Korean Society of Manufacturing Process Engineers
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    • v.19 no.4
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    • pp.45-51
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    • 2020
  • In this study, a response spectrum analysis of an electric distributing board (EDB) was conducted to investigate seismic integrity in the design stage. For the seismic analysis, the required response spectra of a safe shutdown earthquake with 2% damping (RRS/SSE-2%) specified in GR-63-CORE Zone 4 was used as the ground spectral acceleration input. A finite element method modal analysis of the EDB was also performed to examine the occurrence of resonance within the frequency range of the earthquake response spectrum. Furthermore, static stress caused by deadweight was analyzed. The resultant total maximum stress of the EDB structure was calculated by adding the maximum stresses from both seismic and static loads using the square root of the sum of the squares (SRSS) method. Finally, the structural safety of the EDB was investigated by comparing the resultant total maximum stress with the allowable stress.