• 한국진공학회지
• /
• 제1권1호
• /
• pp.16-23
• /
• 1992

Conductance calculation is essential in designing a vacuum system. Since mathematical solution is nearly impossible except for a few simple cases, it has been so usual to calculate the conductance for a series connection of components using an approximate formula by Oatley. However, Oatley's formula has a fundamental flaw of totally neglecting the effect of gas beaming. In this study, a new technique is suggested for calculating the conductance with the same accuracy as the Monte Carlo method but with much less computing time, and applied to a system of tube connections in series. The effects of gas beaming in the calculation of conductance is analyzed quantitatively by comparing the conductance calculated by this method with those from Oatley's formula.

• 한국화재소방학회논문지
• /
• 제23권6호
• /
• pp.10-15
• /
• 2009

산불에서의 화염높이 산정은 복사열전달에 의한 수평 또는 수직적 화염확산을 예측하는데 있어 매우 중요한 부분이다. 화염특성 중 화염높이는 빛을 수반하는 화염(the luminous flame)의 평균높이로 확인할 수 있다. 본 연구에서는 외부 풍속과 경사 등으로 인한 화염 높이가 변화될 수 있는 조건을 제외한 산림내 지표연소물질(surface fuel)인 소나무 낙엽층(fuel bed)에 대한 화염높이 관측실험과 열량분석계을 이용하여 발열량(Heat Release Rate) 측정실험과 수치해석을 통해 지표연소물질에 대한 화염높이 산출식 $H_f=0.027(\dot{Q'})^{2/3}$을 도출하였다. 실험값과 개발 산정식, 기존 Heskestad 식과의 적용값 비교 결과, 소나무 낙엽의 경우, 실험값과 개발 산정식 적용값의 표준오차는 0.08, 실험값과 기존 Heskestad 식의 표준오차는 0.23으로 개발 산정식의 정확성이 높은 것으로 나타났다.

• 한국농공학회지
• /
• 제17권3호
• /
• pp.3848-3859
• /
• 1975

The author attempted to find most suitable formulas for probable rainfall intensities with analysis and consideration for characteristics of rainfall intensities according to the short and long period return periods at Cheong-Joo district. Above mentioned formulas induced by this study can be contributed to the credibility of runoff estimation for urban sewerage system, drainage works in small catchment area and embankment works in the rivers. The results of this study are summarized as follows: 1 Calculation values by Gumbel-Chow method were selected as a mean values for the calculation of probable rainfall intensities according to return periods in the short period. 2. Calculations for probable rainfall intensities for long period are based upon to the result by Iwai's method. Talbot type, {{{{I= {a} over {t+b} }}}} is confirmed as a most suitable formula for probable rainfall intensities among calculation methods in the short periods at Cheong-Joo district. 4. Specific coefficient method, I24=RN24${\beta}$N was selected as a means of calculation for suitable formulas of probable rainfall intensities according to return periods in case of long period. 5. Runoff estimation with high credibility by rational formula can be anticipated by establishment for the most suitable probable rainfall intensities at Cheong-Joo district.

• 한국방재안전학회논문집
• /
• 제12권1호
• /
• pp.1-9
• /
• 2019

교량을 건설함에 있어 물의 흐름에 영향을 받는 교량 하부 구조물에 대한 토질 및 구조역학적 기초 분석은 충분하지만 수리현상으로 발생하는 세굴의 안정성 검토는 미흡한 실정이다. 또한 교각세굴심 산정에 있어 해외 교각세굴심 산정식을 활용하고 있기에 국내 하천의 유역 특성을 반영한 교각세굴심을 정도 높게 산정하는데 미흡하다. 본 연구에서는 현재 우리나라 하천설계 기준에 적용되고 있는 CSU(1993)공식 뿐만 아니라 세굴심 산정에 있어 불확실성을 고려하기 위하여 다른 교각 세굴심 산정식을 추가로 적용하여 세굴심을 산정한 후 각각의 공식들 간에 적용성을 검토하였다. 검토 결과 기존 사용되고 있는 9개의 교각세굴심 산정식으로 산정된 교각 세굴심 깊이와 수리 모형실험을 바탕으로 측정된 세굴심과 비교하였을 경우 SSE(%)는 최소 2.08%, 최대 91.23%, SSEn(%)은 최소 0.19%, 최대 415.91%의 차이를 보이고 있음을 확인하였다. 그 결과, 교각세굴심 산정식 간에도 많은 차이가 있음을 확인하였다. 본 연구의 결과는 향후 하천설계에 있어 정도 높은 세굴심을 산정함에 활용할 수 있을 것으로 기대된다.

• 산업기술연구
• /
• 제26권B호
• /
• pp.43-51
• /
• 2006

Through the result of calculating the deviation between the value calculated from two-dimensional number formula, one-dimensional number interpretation, and curving part water surface type calculation method, we could confirmed that the deviation is reduced more than 50% when we use curving part water surface type calculation method. Also it was confirmed that there occurs the reduction rate of maximum 59% as the result of comparing with one-dimensional number interpretation since the reduction rate of safe room height was 20%, in 500 CMS of flood water quantity when we planted the construction of levee by curving part water surface type calculation method. And therefore, we have confirmed that the curving water surface type calculation method can be used as a simple formula in rivers with water quantity less than 500 CMS that flows in and out in Jess than 90 degree angle.

• 한국철도학회:학술대회논문집
• /
• 한국철도학회 2004년도 추계학술대회 논문집
• /
• pp.1407-1412
• /
• 2004

Impedance calculations of electric railway traction systems is essential to define characteristics and to design it. The self impedance is defined voltage drop rate per unit length, the mutual impedance is represented as a voltage induced to transmission line from transmission line. The self and the mutual impedance are influenced by ground return currents. The earth is considered as a semi-infinitely extended non-ideal conductor. The current of transmission line produces earth current induced magnetically and it flow through a path having minimum impedance. Carson proposed the impedance calculation formula using wave equations and magnetic field equations. Though the formula have an improper equation, that is still used as a standard impedance calculation method. This paper introduced an impedance calculation method that the complex depth of earth return method assumes that the current in conductor returns through an imagined earth depth path located directly under original conductor at a depth of. In this paper, we showed that this proposed method has a closed form and is easier than Carson's.

• 한국방사선학회논문지
• /
• 제15권1호
• /
• pp.85-91
• /
• 2021

이 연구의 목적은 6 MV X선 빔의 미로 도어 설계 시 미로 도어 바깥 측정지점에서 계산되는 성분별 선량률의 정확성을 검증하는 식을 유도하는데 있다. NCRP 보고서 151과 IAEA 안전 보고서 시리즈 47에 기술된 미로 도어 바깥 측정지점에 대한 성분별 선량률 계산식 기반으로, 도면 기반 파라미터들의 값 적용시 성분별 선량률 계산식 및 보수적 파라미터들의 값 적용 시 성분별 선량률 계산식을 유도하였다. 각각의 성분에 대한 두 개의 선량률 계산식들로부터, 미로 도어 바깥 측정지점에서 성분별 선량률 검증식은 유도되었다. 결과로서 얻어진 미로 도어 바깥 측정지점에서 성분별 선량률 검증식은 설계자가 계산한 미로 도어 바깥 측정지점에서 성분별 선량률이 유도된 성분별 선량률 검증식에서 얻어진 선량률 범위 안에 포함되는지 비교분석할 수 있다. 이 검증식은 설계자가 계산한 성분별 선량률의 정확성을 검증하는데 실무적으로 유용하게 사용될 수 있을 것으로 사료된다.

• 한국산학기술학회논문지
• /
• 제22권4호
• /
• pp.212-219
• /
• 2021

운송차량에 의한 화학사고는 매년 전체 화학사고의 20 %를 차지하지만 영향평가 정보를 알 수 없는 상황이 반복되어 사고대응 과정에서 어려움을 겪게 되는 문제점이 존재한다. 본 연구에서는 국내 사용량이 많고 사고 위험성이 높으며, 최근 7년간 사고 빈도가 높은 염소와 불화수소를 대상으로 탱크로리로 운반하는 과정에서 누출사고가 발생하였을 경우 현장에서 이격거리 산정을 위하여 활용될 수 있는 피해예측범위 산정표 및 산정식을 개발하였다. 화학물질의 누출속도와 기상조건 중 풍속, 온도에 따른 산정표를 조사하였으며, 산정표를 적용하기 힘든 특수한 상황에서는 산정식을 적용할 수 있도록 통계 프로그램 R을 사용하여 산정식을 도출하였다. 유관기관에서는 현장에서 연구에서 도출된 산정표 및 산정식을 활용하면 화학사고 피해 최소화 및 이격거리 설정, 주민대피 결정 등의 의사결정 측면에서 중요한 정보로써 사용할 수 있을 것으로 사료된다.

• 대한가정학회지
• /
• 제34권4호
• /
• pp.249-263
• /
• 1996

According to the design method for constructing the G gori(the traditional Korean jacket)collar, there are differences in form after its completion. In the construction design of the midsection of the gusset as in that of the basic G gori, not only was the positioning of the two sides of the collar not smooth, but also, when the collar strip was attached, there would be an imbalance on one side or the other so that it was difficult to achieve symetry. Therefore in this project, by applying the pattern design of the gusset midsection to that of the collar midsection, not only did attaching the collar and the collar strip create a visual effect by equalizing the lengths of the tow sides, but the construction was also easy. This method of construction introduces the three-dimensional aspect of the human form in its conic, spherical and cylindrical aspects, so that, through schematizing the scientific character of Korea's clothing, its appropriateness is verified. As a matter of fact, since th-ere in no standardization of pattern whether for educational use or for mass-produced clothing, so that even the patterns used in computer-assisted design are executed according to the designer's personal skill, the reality is that after completion of construction the quality has not been uniform. For this schematization, inverse calculation of measurements pertaining to the calculation formula and of teaching materials has been referenced. In particular, the partial requlation of the calculation formula pertaining to the basic pattern construction, the method of making the collar midsection, and the construction method of the extreme and mean ratio adjustment can be adjusted for all measurements, thereby providing the establishment of a design criterion and the possibility of the standardization of construction methods. The production method for the pattern design is as follows: 1) The conic angle for the G gori's girth, length and neck width is fixed at 70 degrees. 2) The radius of the cone is B/2. 3) The calculation formula is B/4 + 1.5cm 4) The armhole formula is B/4, the same as in the basic method. 5) The width formula is B/10. 6) The ratio of the collar junction(width of collar + width of collar strip)to the gusset length is 5:8. 7) The length of the side seam is a length intersecting the armhole line and the conic radius (B/2), that is an arc that exceeds the length of the G gori's midsection; the component ratio of this length to the collar junction is accordingly 13:5. 8) The curve frame length of the back midsection is an arc exceeding B/4(the armhole line). 9) The ratio of the sleeve opening calculation formula to the armhole length is 8:5, forming an arc with the midsection length.

• 복식문화연구
• /
• 제7권2호
• /
• pp.275-288
• /
• 1999

The purpose of this is providing a simple, relatively errorless body surface area calculation. Subjects were 10 married women and 10 singles women whose age was 20 to 29 years old. The Gypsum method has applied for the sampling of body surface. The Weight method has been used to measure body surface by means of transferring gypsum shape on uniform plane polypropylene films. In this study, compare analyzed errors between the traditional formulas for measuring body surface area and measuring data in this experiment. More than all, it has been to induce a regression equation for measuring body surface area, which is so simple to calculate with less errors, with variable factors as weight and height. The results of this experiment as follows : 1. In the traditional formulas, weight formula was shown high average error : Niya\`s height formula. which was modified K value as 0.62 in the height formula (S = KH) is shown lower average error than Lassabliere\`s Height formula. 2. In the weight-height formula (S=K √WH), it was shown high average error according to the increasing of K value. Kawanami\`s formula, which 5.378 as K value, was shown low average error both the singles and the married women. 3. Dubois weight-heingt formula (S=W/sup a/·H/sub b/·K) was shown low average error than the weight, height, weight-height (S=K√WH) formula. 4. The regression equations with variable factors as weight and height are 156.74W + 86.05H - 660.25 (Single women) and 136.02W + 90.57H - 6241.32 (Married women) the average error and absolute average error to the singles are 0.09%, 0.94% and resoectively -0.13%, 1.16% for the married women.