• Review of KIISC
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• v.6 no.1
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• pp.79-88
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• 1996

작년 6월호에 ISO/IEC 10118의 제 1 부인 개론이 소개되었고 이번호에는 바로 표준이 된 제 2 부를 소개한다. 이 과제는 1990년에 CD(Committee Draft), 1992년에 DIS(Draft IS)가 되었고, 1994년에 IS(International Standard)가 되었으며 1998년에 1차 검토가 있을 예정이다.

• Korean Journal of Soil Science and Fertilizer
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• v.46 no.5
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• pp.313-321
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• 2013

The Average daily PET (Potential evapotranspiration), evaluated based on the last 30 years meteorological data and the lysimeter experiment carried out by RDA during 11 years, of 9 regions in Korea for the tomato cultivated in greenhouse, was $3.41mm\;day^{-1}$. Two kinds of water saving irrigation standard (WSIS), deficit irrigation standard (DIS) and partial root-zone drying irrigation standard (PRDIS) that include the irrigation interval and the amount of irrigation water according to the region, soil texture and growing stage, were established. According to the DIS and PRDIS, the cultivator can save water up to 29.2% and 53.7%, respectively, for tomato cultivation in greenhouse compared to the full irrigation standard (FIS) which established in 1999. WSIS can be used easily by the cultivator without complicate procedures such as soil sampling and measurement of soil water status by expensive sensors. But the cultivator should care about irrigation method such as PRDI (partial root-zone drying irrigation) without yield decrease.

• Journal of Chest Surgery
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• v.25 no.1
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• pp.73-78
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• 1992

From Octorber 1984 through September 1991, 480 patients underwent percutaneous tra-nsluminal coronary angioplasty and 7 of these[1.4%] required coronary artery bypass surgeries in the emergency base. The principal indications for surgery were coronary dis-sections[n=2], acute coronary occlusions[n=3], and ventricular arrhythmias[n=2]. There were two early deaths and one late death. No patient who developed cardiac arrest and had not been resuscitated before surgery survived the operation. The outcome of surgery was related to the preoperative clinical status of patients.

• Proceedings of the Microbiological Society of Korea Conference
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• 1998.04a
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• pp.49.1-49.1
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• 1998

• Proceedings of the Korean Institute of Information and Commucation Sciences Conference
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• v.9 no.1
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• pp.990-994
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• 2005

MBE growth conditions such as growth temperature, flux ration and growth rate for II-VI compound semiconductor growth has been studied. The growth temperature, flux ration and growth rate were tentatively controlled to 290$^{\circ}C$, 2, and 0.6 ${\mu}m$/h, respectively. From AFM result, relatively rough surface (RMS ${\sim}$ 2.9 nm) was observed. It was regarded as an indication of low growth temperature and high growth rate. XRD measurement shows that the film is relaxed, also the series of XRD measurements of different diffraction planes such as (002), (004), (115), (006) diffractions were performed to calculate the dislocation density in the film. The calculated dislocation density was found to be 8.30${\times}10^8$ dis/cm$^2$ which is compatible to the previous results.

• Journal of Korean Society on Water Environment
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• v.34 no.3
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• pp.293-300
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• 2018

Ihe purpose of this study is to evaluate the effects the storage type of permeable concrete block paving (ST-PCBP) have on runoff reduction and infiltration increasement at Andong Maskdance Festival Square. This was accomplished using the NRCS-curve number method over the last 10 years. Two different scenarios were developed in this study for low impact development (LID) design. For the $1^{st}$ scenario, the walking path and parking lot were install using the ST-PCBP and runoff from the inline skating rink ($3,808m^2$) and lawn ($11,191m^2$) were routed to the ST-PCBP, but the rooftop runoff flowed into the storm water drainage system. For the $2^{nd}$ scenario, one of the non-structural BMPs, disconnected impervious surface (DIS), was applied so additional runoff from rooftop would enter the ST-PCBP. It was determined that ST-PCBP could significantly reduce surface runoff from the study area and increase infiltration with 71% and 88% of surface runoff reduction and 151% and 215% of infiltration increasement for scenarios 1 and 2, respectively. The effect of LID in the $2^{nd}$ scenario was better than the $1^{st}$ scenario, therefore DIS in conjunction with ST-PCBP could be a more cost-effective LID application.

• Corrosion Science and Technology
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• v.6 no.3
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• pp.103-111
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• 2007

The effect of stress factors on the growing process of stress corrosion cracking (SCC) of the sensitized 18-8 stainless steel in high temperature water was investigated using equations of crack growth rate derived from applying electric circuits to SCC corrosion paths. Three kinds of cross sections have to be considered when electric circuit is constructed using total current. The first is ion flow passage area, $S_{sol}$, of solution in crack, the second is total dissolving surface area, $S_{dis}$, of metal on electrode of crack tip and the third is dissolving cross section, $S_{met}$, of metal on grain boundary or in base metal or in welding metal. Stress may affect each area. $S_{sol}$ may depend on applied stress, $\sigma_{\infty}$, related with crack depth. $S_{dis}$ is expressed using a factor of $\varepsilon(K)$ and may depend on stress intensity factor, K only. SCC crack growth rate is ordinarily estimated using a variable of K only as stress factor. However it may be expected that SCC crack growth rate depends on both applied stress $\sigma_{\infty}$ and K or both crack depth and K from this consideration.$\varepsilon(K)$ is expressed as ${\varepsilon}(K)=h_2{\cdot}K^2+h_3{\cdot}K^3$ when $h_{2}$ and $h_{3}$ are coefficients. Also, relationships between SCC crack growth rate, da/dt and K were simulated and compared with the literature data of JBWR-VIP-04, NRC NUREG-0313 Rev.2 and SKIFS Draft. It was pointed out in CT test that the difference of distance between a point of application of force and the end of starter notch (starting point of fatigue crack) may be important to estimate SCC crack growth rate. An anode dissolution current density was quantitatively evaluated using a derived equation.

• Journal of Sasang Constitutional Medicine
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• v.33 no.3
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• pp.16-28
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• 2021

Introduction The Sasang Urination Defecation Inventory was developed to analyze Sasang-type specific pathophysiological clinical symptoms, and its revised Sasang Urination Inventory (SUI) illustrated its clinical usefulness in Sasang type differentiation. However, the correlation with established clinical measures for its concurrent validity were not provided yet. Methods Total of 48 healthy university students were recruited to response Urogenital Distress Inventory-6 (UDI-6) and Overactive Bladder Symptom Score (OABSS) of Western medicine along with the SUI of traditional Korean medicine. The correlation coefficients between UDI-6 and OABSS and SUI were acquired with Pearson's correlation, and Analysis of Variance (ANOVA) and Profile Analysis were used to analyze significant differences in SUI subscale profiles of each Sasang types. Results The SUI-HSS of urogenital hypersensitivity correlated positively with OABSS (r=0.442, p<0.01), and the SUI-DIS of urinary discomfort positively with UDI-6 (r=0.289, p<0.05). Interestingly, the SUI-total was correlated positively with age (r=0.326), height (r=0.318) and weight (r=0.304). The SUI-DIS for urinary discomfort of So-Yang (9.48±2.11) type was significantly (p<0.05) higher than that of Tae-Eum (7.2±2.90) type. And SUI subscale profiles of each Sasang type were significantly (Wilks' Lambda=0.792, F=2.723, p=0.034) distinctive to each other. Discussion The acceptable convergent validity of SUI was shown using established measures of urogenital symptoms. The SUI might be used as an objective traditional Korean clinical measure for Sasang type differentiation and urological patients.

• Proceedings of the Korea Water Resources Association Conference
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• 2022.05a
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• pp.301-301
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• 2022

최근 우리나라는 지속적으로 국지성 집중호우 발생빈도와 총강우량이 증가하고 있다. 서울시와 같이 대부분의 지역이 도심지로 구성되어 있는 경우, 하천범람으로 인한 홍수피해 뿐만 아니라 하수관로의 성능부족으로 인해 침수가 빈번하게 발생하고 있다. 이에 서울시에서는 피해를 최소화하고 대응수준 향상을 위해 침수지역 및 통수능 부족 관로 예측이 가능한 서울시 하수관로 성능관리 시스템을 개발하여 활용하고 있다. 서울시 하수관로 성능관리시스템에서는 유역특성과 방류구를 기준으로 결정한 603개 소유역 단위로 하수관로에 관한 다양한 정보를 제공한다. 시스템은 소유역, 하수관로, 수방시설물, 방재성능 메뉴로 구성되어 있다. 소유역 메뉴에서는 603개 소유역별 제원정보, 하수관로 및 수방시설물 개수, 관측소 개수 등의 정보를 제공하며, 하수관로 메뉴에서는 소유역 내 600mm 이상의 관로 및 맨홀에 대한 제원정보를 제공하고, 수방시설물 메뉴에서는 소유역 내 빗물펌프장, 빗물저류조, 관측소에 대한 제원정보를 제공한다. 또한, 방재성능 메뉴에서는 총강우량, 기점수위, 빗물받이효율을 반영한 40개 시나리오 기반의 관로 단위 통수능 정보와 소유역 단위 침수 정보를 제공한다. 방재성능 및 침수정보 제공을 위해 분석모델은 1차원 관망해석에 SWMM(Storm Water Management Model)과 2차원 침수해석에 2DIS(2Dimension Inundation Solution)를 활용하였다. 적용자료는 서울시 내 600mm 이상의 우수관로체계, 빗물펌프장, 빗물저류조 등 수방시설물고, 5m 단위 고해상도 지형자료를 적용하였다. 서울시 하수관로 성능관리시스템은 현재 서울시 현업에서 활용 중에 있으며, 지속적인 운영과 개선을 통해 추후에는 하수관로 운영 및 관리의 효율성 증대와 데이터에 근거한 하수관로 정책입안과 하수관로 관련사업 추진이 가능할 것으로 기대된다.

• Journal of applied mathematics & informatics
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• v.2 no.1
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• pp.25-32
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• 1995

Due to the complexity of many of the existing statistical problems found in working with envirommental copmuter simulations (Monte Carlo)have proved to be very informative. However, due to the various types of environmental data(thus the different type of distributions) one can no longer perform simulations based solely upon normal data. So in anticipating this problem, this paper outlines the computer software to generate variates from the various specified dis-tributions.