• Proceedings of the Korea Water Resources Association Conference
• /
• 2012.05a
• /
• pp.495-499
• /
• 2012

토사유출량이란 강우가 발생한 지점에서 토양침식에 의해 생산된 토사가 퇴적 및 이송 등의 과정을 거쳐 유역의 특정 지점까지 도달한 토사량을 의미한다. 토사유출량을 정확하게 산정하는 방법은 현재까지 없다. 그러나 유역단위의 대략적인 토사유출량 산정을 위해서는 경험적 모형인 USLE 모형과 수정된 형태의 RUSLE 모형 또는 MUSLE 모형이 보편적으로 사용되고 있다. 최근에는 지형정보시스템(GIS)의 발달로 RUSLE 모형과 MUSLE 모형이 주로 사용되는데 연평균 토사량 산정에는 RUSLE 모형이 사용되며 단일호우에 대한 토사량은 MUSLE 모형이 사용된다. 그러나 이 모형들은 구곡 및 하천에서의 수리학적 특성 반영하기 힘든 단점이 있어서 유출지점에 따라 유사전달률(SDR)의 개념이 요구된다. RUSLE 모형과 MUSLE 모형에 사용되는 유사전달률은 외국에서의 경험적 공식으로서 우리나라 유역 실정을 제대로 반영하지 못하는 단점이 있다. 그러므로 추후 연구에는 8~10년 이상의 토사유출량 자료를 바탕으로 그 유역의 유사전달률을 결정하고, 그 결과 값을 이용하여 단일호우 사상의 유출량과 모의유출량을 비교하여 MUSLE 모형의 강우인자인 R값을 산정해야 할 것으로 판단된다. 그 선행 작업으로, 본 연구에서는 RUSLE 모형과 기존의 유사전달률을 사용하여 낙동강 상주보까지의 토사유출량을 산정하였다. 상주보유역은 안동댐유역, 임하댐유역, 안동댐하류유역, 내성천유역, 영강유역으로 구성되며 안동댐유역과 임하댐유역은 댐의 차단으로 본 연구의 토사유출량 산정에서 제외하였다.

• Journal of Teachers' Pension
• /
• v.1
• /
• pp.157-185
• /
• 2016

본 연구에서는 비정상적 사건을 정의하고 이에 따른 비정상적 위험의 구체적인 유형을 파악하며, 이와 관련된 사학연금의 위험관리 체계에 대한 검토와 함께 비정상적 위험에 효과적으로 대응할 수 있는 자산운용방안을 제시하였다. 우선 비정상적 사건을 '과거 자료를 이용한 발생확률의 추정이나 발생여부에 대한 예측이 불가능하며 따라서 이의 발생 가능성을 사전에 고려하고 대비하는 사전적인 대처가 어려운 사건으로서 자산운용과 위험관리에 무시할 수 없는 영향을 미치는 사건'으로 정의하였으며, 이의 구체적인 형태로서 금융위기를 포함하는 9가지 사건 유형을 파악하였다. 동비정상적 사건들은 포트폴리오 투자를 통한 자산운용에서 개별자산군의 기대수익률과 위험 및 자산군 사이의 상관관계에 영향을 미쳐, 기존의 자산배분안의 최적성을 상실시키고 위험수준의 측정치인 VaR값을 과소 또는 과대추정하게 할 수 있는 것으로 분석되었다. 한편 비정상적 사건의 해외 사례에 대한 분석에서는 비정상적 사건의 영향이 개별 사건마다 다양한 양태로 발현되는 것이 관측되었다. 본 연구에서는 사학연금의 현행 자산배분 체계가 이와 같은 비정상적 사건의 영향에 적절하게 대응하기 어려운 상황이라고 진단하였으며, 비정상적 사건에 적절히 대응하기 위한 자산관리방안의 일환으로서 일별 수익률 자료를 사용한 비정상적 사건의 영향 평가방안을 제시하였다. 한편, 사학연금의 현행 위험관리 체계는 비정상적 사건의 발생에 적절하게 대응할 수 있는 것으로 평가되었다

• Geotechnical Engineering
• /
• v.6 no.1
• /
• pp.35-42
• /
• 1990

Over the years, most pavement designs based on soil strength and permanent strain are almost independent of soil elasticity. However, it was found that plasticity and elasticity of soil have both effected on the failure of pavement structures. The elasticity of soil, hence, using the resilient modulus is reflected for recent pavement design. Although the current AASHTO specifications(1986) for pavement design had changed the soil support value to the resilient modulus, triaxial devices conducting the resilient modulus test have not been fully equipped in a great majority of laboratories. Thus, in the present work, such a resilient modulus is usually derived(from CBR, K values, etc.) by estimating equations. The purpose of this study is to evaluate the resilient modulus of weathered granite soils sampled from 4 points of the central region of Korea by means of AASHTO T 274-82. According to this, some empirical equations for predicting that of the weathered granite soil are proposed and then, the relationship to convert CBR into the resilient modulus is developed.

• Journal of the Korean Chemical Society
• /
• v.20 no.1
• /
• pp.3-14
• /
• 1976

The crystal structure of alicylaldehyde-4-piperidinothiosemicarbazone, $C_{13}H_{l7}N_3OS$, has been determined by single crystal X-ray analysis. The crystals are orthorhombic, space group $P2_12_12_1$, with unit cell dimensions a = 6.52(2), b = 13.42(4), c = 14.92(4)${\AA}$. There are four formular units in a unit cell. The structure was solved by the heavy atom method and refined by isotropic block diagonal least-squares methods to a final R value of 0.10 for 1019 observed reflections. The oxygen atom of the hydroxyl group is involved in two hydrogen bonds, one as donor in the intramolecular O-H${\cdots}$N hydrogen bond and the other as acceptor in the intermolecular N-H${\cdots}$O hydrogen bond, the distances of the hydrogen bonds 2.56 and 3.00${\AA}$ respectively.The molecules are joined into infinite columns by the N-H${\cdots}o$O hydrogen bonds which form spirals along the two fold screw axis parallel to the a axis. The molecular columns are held together by van der Waals forces.

• Korean Journal of Crystallography
• /
• v.5 no.2
• /
• pp.78-84
• /
• 1994

The crystal structure of N-11-(benzotriazol-1-yl)butyl]-P-nitroaniline ( C16H17N502) has been determinedfromsingle crystal x-ray diffractionstudy:C16H17N502 monoclinic, P21/n, a=17542(2)A, b=10.755(3)A, c=8.891(1)A, β=104.58(1)˚, V=1623.4(5)A3, 7=293(2)K, Z=4, Cuka(A = 1.5418A) , The molecular structure was solved was by direct meshed refined by full-matrix least squares to a final R =0.0411 for 2248 unique observed [F≥4o(p) ] reflections and 255 Parameters. The crystal structure is stabilized by intermolecular N (11) -Hl 1 (Nl 1) ‥‥N (3) hydrogen bond with N(11) ‥‥ N(3) =3.136(2)A and N(11)-Hll(Nll)‥‥N(3) =164.1(15) ˚.

• Journal of Korean Library and Information Science Society
• /
• v.47 no.2
• /
• pp.329-358
• /
• 2016

The purpose of this study is to develop a test tool that can be measured in various aspects for the reading attitudes of children. For that it was set the configuration based on the preceding reading attitude survey and models and tacit knowledge of attitude toward reading and wrote the questions for reading attitudes. It conducted a primary and secondary test for elementary school students in grades 4-6 to verify the validity and reliability of measurement tools. 8 factors of the reading attitudes measurement tool were extracted through exploratory factor analysis and it described 66.29% of total variable. the r-value for inter-item consistency about reading attitudes were above 0.4 on all questions. The Cronbach ${\alpha}$-value of reliability coefficient about reading attitudes measurement tool was 0.950. Therefore Reading attitude test tool have reading usefulness, reading efficacy, leisure, stiumulation, flow, expression, study, assertiveness as sub factors of reading attitude has been shown that it can serve as a useful tool for measuring various aspects of the reading attitude for children.

• Journal of the Korea Institute of Military Science and Technology
• /
• v.4 no.1
• /
• pp.198-206
• /
• 2001

The structure of Yb complex with 3-nitro-1,2,4-triazol-5-one(NTO), $[Yb(NTO)3(H2O)4].5H2O$ has been investigated by X-ray diffraction method. Crystallographic data for the title compound : monoclinic, C2/c, $a=36.925(2){\AA},$ b=6.6770(4)${\AA},$ c=25.6376(15)${\AA},$ {\beta}=130.978(1)^{\circ},$ V=4772.0(5)${\AA}^3,$ Z=8, $D_c,=1.952\; Mg/m^3.$ The intensity data were collected on a Broker SMART diffractometer equipped with a CCD area detector using Mo $K\alpha$ radiation. The structure was solved by direct method and refined by full-matrix least-squares calculations to a final R value of 0.0424 for 4727 independent reflections and 335 parameters. The three carbonyls of three NTO anions and four ligand water molecules which are formed the pentagonal bipyramid are coordinated with $Yb^{3+}$ and also five water molecules are included in the form of the crystal water in the molecular structure.

• Journal of Food Hygiene and Safety
• /
• v.16 no.1
• /
• pp.61-65
• /
• 2001

To investigate the optimum condition of 3-monochloro-1, 2-propanediol(MCPD) analysis, gas chromatography with electron capture detector was used. Determination of MCPD derivatized with phenylboric acid was more effective than that of underivatized MCPD. In derivatization of MCPD with phenyl boric acid, there were no significantly different between boiling for 2min at 9$0^{\circ}C$ and vortexing for 5min at room temperature. Extrelut column was suitable for extraction of MCPD diluted in 20% NaCl solution and recovery rates were higher than direct extraction of MCPD with ethyl acetate. But, the method of direct extraction of MCPD with ethyl acetate was useful for rapid ants qualitative analysis. The sample extracted in soysauce(ganjang) was derivatized with phenylboric acid and analyzed by gas chromatography-mass selective detector. That was confirmed as MCPD-phenylboronate.

• The Korean Journal of Applied Statistics
• /
• v.24 no.5
• /
• pp.931-939
• /
• 2011

In practice, thresholds are determined by the two subjective assessment methods in a generalized pareto distribution of mean extreme function(MEF-graph) or Hill-graph. To remedy the problem of subjectiveness of these methods, we propose an alternative method to determine the threshold based on the robust statistics. We compared the MEF-graph, Hill-graph and our method through VaRs on the Korean stock market data from January 5, 1987 to August 3, 2009. As a result, the VaR based on the proposed method is not much different from the existing methods, and the standard deviation of VaR for our method was the smallest. The results show that our method can be a promising alternative to determine thresholds of the generalized pareto distributions.

• Journal of Korean Society of Steel Construction
• /
• v.15 no.4 s.65
• /
• pp.379-388
• /
• 2003

The response of single story buildings and other case studies were investigated to observe trends and develop a better understanding of the impact of some design parameters on the seismic response of Concentrically Braced Frames (CBF). While many parameters are known to influence the behavior of braced frames, the focus of this study was mostly on quantifying energy dissipation in compression and its effectiveness on seismic performance. Based on dynamic analyses of single story braced frame and case studies, a bracing member designed with bigger R and larger KL/r was found to result in lower normalized cumulative energy ratio in both cases.