• Geomechanics and Engineering
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• 제30권6호
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• pp.503-515
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• 2022

The permeability coefficient is an essential parameter for the study of seepage flow in fractured rock mass. This paper discusses the feasibility and application value of using readily available RQD (rock quality index) data to estimate mine water inflow and grouting quantity. Firstly, the influence of different fracture frequencies on permeability in a unit area was explored by combining numerical simulation and experiment, and the relationship between fracture frequencies and pressure and flow velocity at the monitoring point in fractured rock mass was obtained. Then, the stochastic function generation program was used to establish the flow analysis model in fractured rock mass to explore the relationship between flow velocity, pressure and analyze the universal law between fracture frequency and permeability. The concepts of fracture width and connectivity are introduced to modify the permeability calculation formula and grouting formula. Finally, based on the on-site grouting water control example, the rock mass quality index is used to estimate the mine water inflow and the grouting quantity. The results show that it is feasible to estimate the fracture frequency and then calculate the permeability coefficient by RQD. The relationship between fracture frequency and RQD is in accordance with exponential function, and the relationship between structure surface frequency and permeability is also in accordance with exponential function. The calculation results are in good agreement with the field monitoring results, which verifies the rationality of the calculation method. The relationship between the rock mass RQD index and the rock mass permeability established in this paper can be used to invert the mechanical parameters of the rock mass or to judge the permeability and safety of the rock mass by using the mechanical parameters of the rock mass, which is of great significance to the prediction of mine water inflow and the safety evaluation of water inrush disaster management.

• 수산해양기술연구
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• 제36권1호
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• pp.60-65
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• 2000

수중에서 운동하는 그물어구의 가상질량은 어구의 운동을 해석하고 제어하는데 중요한 파라미터이다. 본 연구에서는 트롤어구의 가상질량을 추정하기 위해서 현재 트롤 어구에서 사용되고 있는 여러 종류의 그물감을 이용해서 자루그물을 제작하여 속도제어가 가능한 회류수조를 이용하여 가상 질량이 망지의 규격 및 망사의 부피 등과 어떤 관계가 있는지를 분석하였고, 실제어구의 가상질량 계산에 적용하여 보았다. 본 연구에서 얻어진 결과를 요약하면 다음과 같다. 1. 재료의 양은 같이 하고 순수하게 영각만을 달리한 각 그물에 대해 영각이 클수록 저항이 더 크게 나타났다. 2. 저항계수 (C 하(d))는 레이놀즈수(Re)에 따라 점점 감소하는 경향을 보이며, 식으로 나타내면 다음과 같았다. C 하(d)=0.039Re 상(-0.1474) 3. 망지의 표면적(TSA, Twine Surface Area)이 클수록 저항 값이 크게 나타났으며 식으로 나타내면 다음과 같다. R=21.398TSA 상(-0.4219) 4. 질량계수(C 하(M))는 유속(U)이 증가함에 따라 증가하는 경향을 나타내며 실험식은 다음과 같다. C 하(M)=37.557U-8.9684 5. 가상질량은 망사의 체적(V)과 d/l에 각각 비례관계를 나타냈다.

• 한국압력기기공학회 논문집
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• 제14권1호
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• pp.38-47
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• 2018

For safe operation of nuclear power plants, a loose-part monitoring system (LPMS) is used to detect and locate loose-parts within the reactor coolant system, and to estimate their mass and damage potential. There are several methods to estimate mass, such as the center frequency method based on the Hertz's impact theory, a frequency ratio method and so on, but it is known that these methods cannot provide accurate information on impact response for identifying the impact source. Thanks to increasing computing power, finite element analysis (FEA) method recently become an available option to calculate reliably impact response behavior. In this paper, a finite element analysis model to simulate the propagation behavior of the bending wave, generated by a metal ball impact, is validated by performing a series of impact tests and the corresponding finite element analyses for flat plate and shell structures. Also, a FEA-based metal sphere signal map is developed, and then blind tests are performed to verify the map. This study provides an accurate simulation method for predicting the metal impact behavior and for building a metal sphere signal map, which can be used to estimate the mass of loose-parts on site in nuclear power plants.

• 천문학회보
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• 제39권1호
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• pp.61.2-61.2
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• 2014

We present a set of fiducial sequences of horizontal-branch stars in bright Galactic globular clusters, which have previously been observed in the Sloan Digital Sky Survey (SDSS). We derive fiducial lines on color-magnitude diagrams in multiple color indices (g - r, g - i, g - z, and u - g), after rejecting foreground and background objects as well as RR Lyrae variables utilizing these color indices. We compare our fiducial sequences with model predictions from Yonsei-Yale evolutionary tracks and BaSel spectral libraries, and find a satisfactory agreement between them in terms of their color-magnitude relations, except in u - g. We also compare theoretical models to color-magnitude diagrams of two open clusters (M67 and NGC 6791). Based on our best available cluster distance and reddening, we find that the mass of red clump (RC) stars in NGC 6791 is about a factor of two smaller than an earlier estimate from the application of asteroseismic scaling relations for solar-like oscillations. The smaller RC mass implies an enhanced mass loss along the red giant branch, which is in accordance with other compelling evidences found in this metal-rich system. Our estimated luminosity of RC stars in NGC 6791 is about 0.2 mag fainter than in earlier investigations based on solar-metallicity calibrations, and results in ~10% reduction in the RC-based distance estimation, when applied to metal-rich systems such as in the Galactic bulge.

• 한국정밀공학회지
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• 제22권4호
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• pp.107-112
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• 2005

In this study, the dynamic analysis is performed fur predicting the transmitted force to flexible human body induced by prototype HIF(High Impulsive force) device operation, which is partially assembled by major parts. A beam-mass model and a shear-structure model are used for the flexible mount structure and their dynamic behavior are investigated by experimental results under rigid/flexible mount conditions using a general purpose device. From the test result of prototype device in rigid mount condition, the transmitted force to human body which can not be measured directly, is estimated based on the proved mount structure model.

• 한국해양공학회지
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• 제11권2호
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• pp.1-10
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• 1997

The interaction of ground ice features with underlying seabed is one of the major considerations in the design of Arctic pipeline systems. Regarding the development of offshore gas field near Sakhalin Island, which is an ice-infested area, in this paper an ice scour model to determine the burial depth of Arctic offshore pipeline is studied. Using a simplified ice-seabed interaction process, ice scour depth is easily estimated. This nonlinear numerical model can simulate the scouring process for various enviromental parameters such as ice mass, incoming velocity, soil strength. This study also deals with interaction forces during the scouring process in sloping seabed conditions and discusses the ice loads that are transmitted through the seabed soil.

• 한국농공학회지
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• 제32권E호
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• pp.88-94
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• 1990

Several models physically based to predict the evolution of the snowpack have been proposed. Validity of these models for hourly estimation is, however, questionable, since they have been tested only on a daily basis. A computational model to predict the amount of snowpack on an hourly basis in terms of snowload from a set of meterological measurements was developed and investigated the rapid snowmelt conditions during Fohn events in the Takada plain.

• 한국대기환경학회지
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• 제2권3호
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• pp.45-51
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• 1986

The simple and precise model for the estimation of rain acidity from the ambient air quality was developed using the theory of wet scrubber and the chemical equilibria of $SO_2, CO_2, and H_2O$ system. From the measured mixing height, and from the developed relationship between NTU (=number of transfer units) and the concentration of $SO_2$(aq) in rain drops, the HTU (= height equivalent to one transfer unit, i.e. mass transfer resistance) was estimated, and validated with the field-measured data. In Seoul, Korea where the effect of $SO_2$ on rainfall acidity is as high as 84% and the average mixing height is 1 km, the average HTU of $SO_2$ system was found to be 191.5m. The important parameters affecting HTU were identified as rainfall intensity and initial ambient concentration of $SO_2$, and their effects on the value of overall volumetric mass transfer coefficient were quantified.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2010년도 학술발표회
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• pp.1706-1709
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• 2010

일반적으로 생물학적 하수처리공정들은 단위공정내 물리 화학적 및 생물학적 반응들이 복잡하게 존재한다. 활성슬러지모델 1(ASM No.1)을 시작으로 생물공정을 모사하기 위한 다양하고도 새로운 수학적 모델들이 개발되어 왔다. 그러나 이들 모델은 그 활용의 측면에 있어 비용과 단순성에서 매우 큰 단점을 가지고 있었다. 그중 이들 수학적 기반의 모델들이 갖는 또 다른 활용상의 어려움은 현장 근무자들이 활용하기에는 시간 소요와 컴퓨터-과학에 관한 기술부족의 장벽이 매우 높아 결국 모델활용의 영역은 전문가나 특정 엔지니어들에게 국한되어 왔다. 이러한 상황을 극복하고 현장 근무자들에게 도움을 주기 위해 동적-물질수지모델(Dynamic-Mass-Balance Model)에 기초한 $KM^2BM$이 개발되었다. 금번 논문은 생물학적 하수처리장을 설계하고 모사함에 있어 활용 가능한 모사 툴로서의 $KM^2BM$을 소개한다. 이 모델은 모델 파라메터의 추정이나 하수성상분석과 같은 별도의 노력 없이도 단순한 인자추정만으로 생물학적 하수처리장내 미생물의 중요 거동기작을 고려함으로서 잠재적 공정적응력을 최대화 시킬 수 있다.

• Structural Engineering and Mechanics
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• 제32권5호
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• pp.667-683
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• 2009

FE model-based dynamic analysis has been widely used to predict the dynamic characteristics of civil structures. In a physical point of view, an FE model is unavoidably different from the actual structure as being formulated based on extremely idealized engineering drawings and design data. The conventional model updating methods such as direct method and sensitivity-based parameter estimation are not flexible for model updating of complex and large structures. Thus, it is needed to develop a model updating method applicable to complex structures without restriction. The main objective of this paper is to present the model updating method based on the hybrid genetic algorithm (HGA) by combining the genetic algorithm as global optimization method and modified Nelder-Mead's Simplex method as local optimization method. This FE model updating method using HGA does not need the derivation of derivative function related to parameters and without application of complicated inverse analysis methods. In order to allow its application on diversified and complex structures, a commercial FEA tool is adopted to exploit previously developed element library and analysis algorithms. Moreover, an output-level objective function making use of measurement and analytical results is also presented to update simultaneously the stiffness and mass of the analysis model. The numerical examples demonstrated that the proposed method based on HGA is effective for the updating of the FE model of bridge structures.