• Journal of the Economic Geographical Society of Korea
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• v.22 no.4
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• pp.438-457
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• 2019

The main purpose of this paper is to identify the entry types and locational determinants of North Korean workers in cross-border regions between North Korea and China. More specifically, the paper has attempted to divide the entry type of them in the regions into two; 1) entry via transactions between Chinese traders with North Korea and North Korea trade companies, and 2) entry via transactions between Korean-Chinese middlemen and North Korean trade companies. Also, it has analyzed main factors of their locational determinants in the spatial contexts of the regions. There have been changes in two perspectives in terms of the entry paths and types of them in accordance with the transformation of characteristics of United Nations sanction against North Korea from 'call-upon' to 'decide' after UN Security Council Resolution 2094 in 2013. Firstly, main agents who have dealing with North Korean trade companies which have right to dispatch North Korean workers have been changed from Chinese traders into Korean-Chinese brokers who are specialized in the introduction of North Korean workers with one-stop service from visa administrative to labor managements. Secondly, there has been a transfer of North Korean workers in the regions from formal to informal workers who has been admitted into China with a short stay or a tourist visa, and then remained illegally to be employed in China. Therefore, as demands on service which is able to guarantee the security of North Korean informal workers and their managements have increased, Korean-Chinese brokers have been stimulated in the regions after the operation of real international sanctions against overseas North Korean workers. In addition, the main factors of their locational determinants in cross-border regions between North Korea and China are could be analyzed in three perspectives; 1) an increase in real wages in accordance with the reform of the Chinese social insurance system after 2011, 2) the structural vulnerability of labor markets in the regions, 3) the utilization of stable and manageable workers.

• The Journal of Korean Institute of Electromagnetic Engineering and Science
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• v.19 no.4
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• pp.427-435
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• 2008

In this paper, a stable marching-on in time(MOT) method with a time domain combined field integral equation(CFIE) is presented to obtain the transient scattering response from arbitrarily shaped three-dimensional conducting bodies. This formulation is based on a linear combination of the time domain electric field integral equation(EFIE) with the magnetic field integral equation(MFIE). The time derivatives in the EFIE and MFIE are approximated using a central finite difference scheme and other terms are averaged over time. This time domain CFIE approach produces results that are accurate and stable when solving for transient scattering responses from conducting objects. Numerical results with the proposed MOT scheme are presented and compared with those obtained from the conventional method and the inverse discrete Fourier transform(IDFT) of the frequency domain CFIE solution.

• Journal of the Earthquake Engineering Society of Korea
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• v.16 no.2
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• pp.35-45
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• 2012

Pseudo static analysis using the Mononobe-Okabe method and numerical analysis considering a small strain nonlinearity from the soil were performed to determine the bearing pressure changes of the inverted T-type retaining wall subjected to earthquake motions. In many cases, an inverted 'T' type retaining wall of more than 10 m shows bearing capacity failure under earthquake conditions, despite showing sufficient bearing capacity during normal conditions. The most important reason for this is the change of the effective base area during an earthquake. In this paper, the change of the effective base area of an inverted 'T' type wall is analyzed by using finite difference element code (FLAC). In addition, the effect of dynamic bearing capacity coefficients (which has been suggested by several researchers but not adopted in current design codes and procedures) was verified.

• Proceedings of the Korea Water Resources Association Conference
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• 2016.05a
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• pp.69-69
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• 2016

하천은 크게 하도와 홍수터 그리고 제방으로 나눌 수 있으며, 국내에서는 다른 국가들과 다르게 대하천사업 이후 하천의 홍수터에 생태공원이나 체육시설 등과 같은 다양한 친수시설들을 조성하여 활용하고 있다. 하지만 최근 이상기후로 인해 홍수의 발생빈도 및 강도가 증가하고 있으며 여름철 집중호우에 의한 하천의 홍수위 상승은 이러한 친수시설의 침식과 퇴적 등과 같은 침수피해를 가중시키는 원인이 되기도 한다(Ku et al., 2013). 따라서 이와 같은 홍수피해를 예측하기 위해서는 홍수터를 포함한 복단면에서의 수치해석이 선행되어야 하며, 일반적으로 2차원 수치해석이 바람직한 것으로 제안되고 있다(Sato et al., 1989). 또한 하천에서의 2차원 수치해석 결과를 이용하여 침식과 퇴적에 관한 친수시설 안정성 평가 지수를 산정할 수 있으며, 산정된 지수를 통해 홍수터에서의 홍수피해를 예측할 수 있다. 다른 국가에서는 국내와 다르게 홍수터에 대한 활용이 거의 없기 때문에 홍수에 따른 홍수터에서의 위험도를 평가한 연구는 거의 없는 실정이며, 한국에서도 홍수터에서의 홍수위험도 평가에 대한 연구는 Song et al.(2016)이 다른 국가에서 활용하고 있는 제내지에서의 홍수위험도 평가 지수를 홍수터에 도입하여 실제 태풍에 의한 홍수위험도를 간접적으로 평가한 연구 정도가 대부분이라고 볼 수 있다. 따라서 본 연구에서는 Einstein-Krone 공식(1962)을 이용하여 침식과 퇴적을 동시에 고려할 수 있는 Transient Erosion and Deposition Index(TEDI)와 Steady Erosion and Deposition Index(SEDI)를 개발하였다. 또한 개발된 지수를 실제 자연하천에 적용하여 태풍 사상에서의 산정된 지수를 통해 홍수터 안정성을 평가하였다.

• Journal of the Earthquake Engineering Society of Korea
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• v.10 no.3 s.49
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• pp.101-111
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• 2006

This paper proposes a method for modeling new fault ground motion due to moderate size earthquakes in Stable Continental Regions (SCRs) for the first time. The near fault ground motion is characterized by a single long period velocity pulse of large amplitude. In order to model the velocity pulse, its period and peak amplitude need be determined in terms of earthquake magnitude and distance from the causative fault. Because there have been observed very few new fault ground motions, it is difficult to derive the model directly from the recorded data in SCRs. Instead an indirect approach is adopted in this work. The two parameters, the period and peak amplitude of the velocity pulse, are known to be functions of the rise time and the slip velocity. For Western United States (WUS) that belongs active tectonic regions, there art empirical formulas for these functions. The relations of rise time and slip velocity on the magnitude in SCRs are derived by comparing related data between Western United States and Central-Eastern United States that belongs to SCRs. From these relations, the functions of these pulse parameters for NFGM in SCRs can be expressed in terms of earthquake magnitude and distance. A time history of near fault ground motion of moderate magnitude earthquake in stable continental regions is synthesized by superposing the velocity pulse on the for field ground motion that is generated by stochastic method. As an demonstrative application, the response of a single degree of freedom elasto-plastic system is studied.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.21 no.1
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• pp.15-29
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• 2009

Most breakwater armor blocks are designed by using Hudson's or van der Meer's formula. The minimum weight of armor blocks is calculated by equating the resistance to the load in each formula. The larger value is then chosen as the design weight. In this study, we have performed reliability analyses for thus designed breakwater armor blocks of 12 trade harbors and 8 coastal harbors in Korea. The probability of failure calculated by the reliability analysis provides a criterion for evaluating the stability of armor blocks. The calculated probability of failure was almost same for all the breakwaters so that we were able to quantitatively evaluate the safety level of armor blocks of existing breakwaters. We also found that the safety factor used in the deterministic design method and the probability of failure in the reliability design method show a linear relationship. Therefore the probability of failure of existing breakwaters can be quantitatively calculated from the safety factors. The calculated probability of failure could also be used for determining the target probability of failure in the future.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.22 no.6
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• pp.349-356
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• 2021

Since the 1960s, traffic infrastructure, such as bridges, has increased rapidly in Korea as urbanization and industrialization progressed due to economic growth. As the scale of the bridge becomes larger, stability analysis of the superstructure of the bridge is being conducted actively, but scour stability analysis for the substructure of the bridge has not been conducted sufficiently. This study is a basic investigation to prevent large-scale disasters caused by scouring in bridge piers. A simple linear regression model was used to analyze the scour depth calculated through seventeen scour depth calculation formulae, and the scour depth measured through hydraulic model experiments. As a result, the Coleman (1971) formula was the best method among the scour depth calculation formulae, and the Froehlich (1987) formula was the most effective method for calculating the scour depth. In addition, a review using a simple regression model confirmed that the scour depth calculation formulae of CSU (1993), Coleman (1971), and Froehlich (1987) can predict a similar scour depth by reflecting domestic stream characteristics. This study can calculate the scour depth reflecting the environmental conditions of Korea in future stream design.

• Journal of Korea Water Resources Association
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• v.48 no.12
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• pp.1077-1087
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• 2015

The levee protect lifes, houses, and properties by blocking overflow of river. The revetment is forced to be covered on the slope of levee in order to prevent erosion. The stability of revetment is very important enough to directly connected to the stability of levee. In this study, the weak points of revetment on meandering channel were found by movable revetment experiment and the velocity and the water surface elevation (WSE) were measured at main points. The 3-D numerical simulations were performed under same conditions with experiment. And unclear flow characteristics by the limit of measuring instruments were analyzed through numerical simulation. Consequently, the section of large wall shear stress and the failure section are almost the same. Despite of small wall shear stress, the revetments located at right bank were carried away because of circulation zone due to secondary flow by meandering. With existing riprap design formula, the sizes of riprap determined using maximum local velocity were 1.5~4.7 times greater than them using mean velocity. As a result of this study, it is necessary to calculate the size of riprap in other ways for meandering and straight channel. At a later study, if the weighted value considered the radius of curvature and shape of hydraulic structure is applied to riprap design formula, it is expected that the size of revetment was evaluated rationally and accurately.

• Journal of the korean veterinary medical association
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• v.33 no.4
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• pp.222-234
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• 1997

유질은 성분과 위생상태로 결정되어 진다. 질/위생은 사람건강 보호와 적정소비에 대한 관점에서 보면 장점인 영양적 중요성에서 오는 욕망을 이르키는 성질과 일정범위의 좋은점 사이에 원유변화와 만나게되는 것이 필요하다. 높은 질/위생적 원유에 대한 가치의 주요 평가는 : - 부패미 생물의 낮은 수 - 유방염 병원성균이 포함된 병원성군이 없거나 대단히 낮은 수 - 가능한 한 멀리 피할 것은 잔류와 오염 그리고 또는 최고잔류한계(Maximum Residue linits. )이하를 지킬 것. 우유내 부패세균은 다음 군에서 주요 우유성분에 대한 공격의 그들 주요점에 의하여 세분할 수 있다. - 당분해(Glycolytes) - Streptococci, lactobacill; - 단백질 분해(Proteolytes) - Pseudomonads, Enterobacteriaceae, Aerobic sporeformer - 지방분해(Lipolytes) - Pseudomonads, Micncocci, Aeromonads, Coryneb acteria 원유내 부패세균의 존재와 분열은 우유성분 변화와 생산품의 질에 영향을 줄 것이다. 더구나 원유의 맛은 역의 영향이 될 것이며 열 안정성 세균성 효소는 생산품에서 계속적으로 작용된다. 특히 오랜 저장시에 그러하다. 그리고 안정성, cream의 맛과 UHT 우유에 나쁜 영향을 준다. 이 병원성 세균을 고전적 미생물과 최근 발견된 미생물이 포함된다. 현재는 Salmonella, 병원성 E. Coli 균주, Listeria monocytogenes, Campylobacter Jejuni, Yersinia enterocolitica, Staphylococcm aureu는 대단히 중요하다. 원유의 세균학적 질과 지불제도에 대한 법적요구는 우유위생지침 92/94 EEC와 IDF설문 2893/A(전문가모임 A8군)의 결과를 기준으로 설명되었다. IDF Nr. 305/1995는 농장 지불제도에 관한 정보가92/93년 동안 IDF국가들 사이 차이나는 실제적 위치가 실려있다. 지불제도의 차이나는 현상은 보고의 초점과 연관 유질, 위생적 질, 우유시료채취, 수집방법론 그리고 여러가지 지불공식과 관계된 조사는 논쟁이 있었다. 현재 있는 자료를 제시한 몇 나라는 1992년에 응용한 것이고, 기타는 그후 응답으로 1993년과 1994년에 있던 것이 제시되었다. 식품위생에서 법적인 요구는 HACCP제도가 더욱더 추가로 포함된다. 더우기 위험분석은 위생과 질에 관련시켜 모든 연결결정에 대하여는 과학적 근거가 있어야 한다.

• Proceedings of the Korea Water Resources Association Conference
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• 2012.05a
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• pp.605-605
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• 2012

최근 통계자료에 의하면 국내 제방붕괴 유형 중 11.5%가 제체 불안정에 의한 붕괴로 보고되고 있다. 홍수시 노후화된 제방이 붕괴하여 발생하는 인명 및 재산피해는 점차 증가하고 있는 상황이어서, 이에 대한 제방 시설물의 보강 및 안전관리 대책이 필요한 상황이다. 하천시설물 주변의 흐름특성에 의하여 세굴이 발생할 수 있는 지점에는 보호공을 설치하여 시설물의 안정성을 확보하도록 하천설계기준 해설(2009)에서 제안하고 있다. 그러나 구조물을 보완하는 보호공의 공종 및 규격 등을 설계하기 위한 세부적인 설계지침이 미흡하여 외국의 연구 또는 설계사례를 참고하여 국내 하천에 적용하고 있는 상황이다. 해외의 연구사례를 살펴보면, 설계공식에 적용된 설계인자인 유속 및 수심 등을 1차원 단면평균값을 활용하는 경우가 많아서 복잡한 하천의 흐름특성을 반영하기에 미흡한 상황이다. 본 연구에서는 국내 하천해석에서 주로 활용되고 있는 수치모형을 이용하여 실험수로의 흐름을 재현하고 수리실험을 통하여 관측한 유속 및 수위분포 결과와 비교하였다. 2차원 수치모형으로는 RMA2, CCHE2D, FLUMEN 등의 상용모형과 최근 연구가 활발히 진행되고 있는 Approximate Riemann 기법을 적용하여 개발된 유한체적모형을 적용하였다. 제방 부근에서 형성되는 흐름을 상세하게 모의하기 위하여 국내 하천시설물 설계에서 많이 활용되고 있는 FLOW-3D 모형을 적용하여 3차원 모의결과와 수리실험결과를 비교하였다. 수리실험에서 관측된 사석호안공의 이탈시 흐름현상을 재현하여 호안공 이탈에 영향을 미치는 국부유속 및 전단응력을 산정하여 호안설계에 적합한 설계인자를 분석하였다. 연구결과를 활용하여 사석호안공 설계 기법에 적용되는 수치모형을 통하여 산정되는 설계인자의 정확성을 향상시킴으로써, 정량적이고 합리적인 사석호안공 설계기법개발에 도움이 될 것으로 판단된다.