• 상하수도학회지
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• 제22권1호
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• pp.121-129
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• 2008

하천의 수질은 하천 흐름, 오염원 유입 그리고 하천내부의 수질변화 기작에 따라 변화한다. 일반적으로 하천의 수질모의는 시간의 흐름에 영향을 받지 않는 정상상태에 대하여 실시하나, 실제로 이러한 상황은 존재하지 않는 것이 현실이다. 따라서 하천의 수질상태에 대한 각종 정보가 정확하다고 하여도 수질모델에서 가정하는 근본적인 조건이 다른 경우 오차의 발생은 필연적인 사실이 된다. 본 연구는 하천의 수질모델링에 자주 사용되는 QUAL2E와 미국환경부에서 새로 개발하고 있는 QUAL2K 그리고 저자들이 개발한 CAP 수질모델을 금강의 대청댐 하류 약 30 km 구간에 대한 집중적인 현장 실측을 통해 확보한 자료를 이용하여 적용하여 모델링 결과를 비교하고 해당 지역의 수질모델링에 나타나는 오차의 원인을 밝혀내고자 수행되었다. 전체적으로 BOD5 및 COD의 경우 실측치보다 약간씩 낮게 모의되는 경향을 나타내었으며 TN과 TP의 경우 상대적으로 양호한 모의결과를 보이고 있다. 모델별로는 $BOD_5$와 TP의 경우 QUAL2E모델이, TN의 경우 QUAL2K모델이 가장 작은 오차를 나타내었으나 모델별로 오차정도의 차이가 유의성이 있다고 판단하기는 어렵다고 본다. 본 연구에서 모델링 오차의 가장 큰 원인에는 첫째, 정상상태 수질 모형이 하천의 수리동역학적 유동특성을 잘 반영하기 어렵다는 것과, 둘째, 현장에는 육안으로는 발견되지 않는 수많은 오염원이 존재하며 아직까지는 이를 체계적으로 추적하지 못하고 있다는 것, 셋째, 수질분석을 위해 하안에서 시료채취를 유입지천 또는 오염원이 완전하게 혼합되지 못한 상태에서 시행할 수 있는데 이에 대한 고려가 충분하지 못한 것을 들 수 있다.

• 한국농공학회지
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• 제36권3호
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• pp.74-83
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• 1994

A series of isotropic consolidation tests, undrained and drained triaxial compression tests was carried out to investigate the physical characteristics and behaviours of marine silty sands collected from the western coast of Korea. This study also included a theoretical development of the constitutive equation to evaluate stress-strain relationship and volume change of silty sands. The results and main conclusions of the study are summarized as follows; 1. Isotropic compression and swelling index are linearly decreased with an increase in relative density. 2. Both undrained shear strengh and elastic modulus are increased with an increase in relative density and confining pressure. 3. Internal friction angles obtained from drained and undrained compression tests of the soils are proportional to relative density. 4. The phenomenon of dilatancy of each sample is less profound when confining stress is increased but more profound when relative density is increased. 5. The slope of critical state lines is 1.78 for Saemangum, 1.70 for Siewha and 1.26 for Sukmoon sands. 6. In this study, Drucker-Praper type criterion is used and hardening function of Cap model is modified by hyperbolic fuction. This will improve a lack of physical meaning of hardening parameters in conventional Cap model. 7. A newly developed constitutive equation to the forementioned silty sands and checked its applicability. This is in good agreement with the measured data.

• Earthquakes and Structures
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• 제20권1호
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• pp.87-96
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• 2021

Ground motions recorded in near-fault sites, where the rupture propagates toward the site, are significantly different from those observed in far-fault regions. In this research, finite element modeling is used to investigate the effect of pile cap stiffness on the seismic response of soil-pile-structure systems under near-fault ground motions. The Von Wolffersdorff hypoplastic model with the intergranular strain concept is applied for modeling of granular soil (sand) and the behavior of structure is considered to be non-linear. Eight fault-normal near-field ground motion records, recorded on rock, are applied to the model. The numerical method developed is verified by comparing the results with an experimental test (shaking table test) for a soil-pile-structure system. The results, obtained from finite element modeling under near-fault ground motions, show that when the value of cap stiffness increases, the drift ratio of the structure decreases, whereas the pile relative displacement increases. Also, the residual deformations in the piles are due to the non-linear behavior of soil around the piles.

• Bulletin of the Korean Chemical Society
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• 제34권6호
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• pp.1839-1844
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• 2013

Molecularly imprinted microsphere for chloramphenicol (CAP) with high adsorption capacity and excellent selectivity is prepared by aqueous suspension polymerization, in which chloramphenicol is used as template molecule and ethyl acetate as porogen. The CAP-imprinted microspheres are used as high performance liquid chromatography (HPLC) stationary phase and packed into stainless steel column ($150mm{\times}4.6mm$ i.d.) for selective separation of chloramphenicol. HPLC analysis suggests that chloramphenicol can be distinguished from not only its structural analogs but also other broad-spectrum antibiotic such as erythromycin and tetracycline. In addition, the binding experiments of CAP-imprinted microspheres are carried out in ethanol/water (1:4, V:V), the results indicate that the maximum apparent static binding capacity of molecularly imprinted microspheres is up to 66.64 mg $g^{-1}$ according to scatchard model.

• 한국IT서비스학회지
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• 제15권1호
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• pp.81-96
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• 2016

This study analyzes how breach fee under long-term contract and/or cap regulation on the breach fee can affect the impacts of "Mobile Device Distribution Improvement Act" on handset bundle price, average revenue per unit (ARPU), and social welfare. We conduct comparative analysis with an economic model of duopoly competition in price when users are under long-term contract and the breach fee can be regulated. The results show that the Act lowers the equilibrium prices, lower than incumbent price without the Act. Price of non-dominant Mobile Network Operator (MNO) can be lower than poaching price without the Act if significant portion of switching cost is breach fee or the market is significantly asymmetric. Under the significant circumstances, the Act can raise ARPU even though it improves social welfare. By contrast, the Act increases consumer surplus without affecting social welfare if breach fee is the only source of user's switching cost and is capped by the regulation, and more symmetric market and the stronger cap leads to higher consumer surplus.

• Coupled systems mechanics
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• 제7권1호
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• pp.27-42
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• 2018

Behavior of soil is usually described with continuum type of failure models such as Mohr-Coulomb or Drucker-Prager model. The main advantage of these models is in a relatively simple and efficient way of predicting the main tendencies and overall behavior of soil in failure analysis of interest for engineering practice. However, the main shortcoming of these models is that they are not able to capture post-peak behavior of soil nor the corresponding failure modes under extreme loading. In this paper we will significantly improve on this state-of-the-art. In particular, we propose the use of a discrete beam lattice model to provide a sharp prediction of inelastic response and failure mechanisms in coupled soil-foundation systems. In the discrete beam lattice model used in this paper, soil is meshed with one-dimensional Timoshenko beam finite elements with embedded strong discontinuities in axial and transverse direction capable of representing crack propagation in mode I and mode II. Mode I relates to crack opening, and mode II relates to crack sliding. To take into account material heterogeneities, we determine fracture limits for each Timoshenko beam with Gaussian random distribution. We compare the results obtained using the discrete beam lattice model against those obtained using the modified three-surface elasto-plastic cap model.

• 한국방사선학회논문지
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• 제12권7호
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• pp.801-806
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• 2018

게르마늄 결정은 검출에 유용하지 않지만, 광자를 강하게 약화하기 때문에 효율성 저하를 일어키는 불감층을 가지고 있다. 따라서 제조업체가 제공하는 데이터를 검출기 시뮬레이션 모델에 사용하면 계산된 효율성과 측정된 효율성 사이에 약간의 큰 차이가 나타난다. 고순도 게르마늄(HPGe) 검출기의 모양과 치수는 CT 스캔을 통해 몬테카롤롤 시뮬레이션을 위해 형상을 정확하게 형상화하였다. 이 결과 불감층 두께 증가가 효율 감소과정에 미치는 영향을 연구하고자 한다. 불감층의 조정은 50 - 1500 keV의 에너지 범위에서 측정 효율과 시뮬레이션 효율 사이의 ${\pm}3%$의 상대편차와 함께 좋은 일치임을 확인하였다. 불감층 두께에 변화를 주어 시뮬레이션 데이터를 비교하였다. 몬테카롤로 시뮬레이션 결과를 실험 결과와 비교하여 새로운 불감층 두꼐를 얻었다. 1.4와 1.6 mm 두께의 End Cap 시뮬레이션 모델에서 1.5mm 두께의 End Cap시뮬레이션 모델에 대한 불감층 두꼐 결과의 차이는 End Cap 치수의 정확성으로 인한 체계적인 오류였다. 통계적 오류와 체계적 오류를 고려한 후, 검출기의 불감충 두께는 $1.02{\pm}0.14mm$로 도출되었다. 따라서 불감층 두께의 증가는 효율성 감소에 영향을 미치는 것을 확인하였다.

• 한국지반공학회논문집
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• 제20권3호
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• pp.13-22
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• 2004

줄말뚝이 설치된 지반에서 지반의 측방변형에 의한 지반아칭발생시 말뚝주변지반의 파괴는 지반아칭영역중 외부아 치의 정상부에서 정상파괴가 발생될 때부터 시작하여 말뚝전면의 패기부에서 캡파괴가 발생될 때까지 진행된다. 따라서, 측방변형지반속 줄말뚝에 작용하는 측방토압은 정상파괴와 캡파괴 모두의 경우를 검토할 필요가 있다. 정상파괴시의 측방토압 산정식은 원주공동확장이론을 적용하여 제안할 수 있다. 이 제안식을 검토한 결과 말뚝에 작용하는 측방토압은 주변지반의 내부마찰각, 점착력 및 수평토압과 말뚝직경 및 말뚝설치간격에 큰 영향을 받고 있음을 알 수 있다. 그리고, 캡파괴에 의한 측방토압과 정상파괴에 의한 측방토압의 이론식을 이용하여 줄말뚝에 작용하는 측방토압 범위를 정의할 수 있다. 또한, 본 논문에서는 캡파괴와 정상파괴시 측방토압의 이론치과 모형실험으로부터 구한 실험치를 비교 검토하였다. 모형실험에서 얻은 캡파괴와 정상파괴의 실험치는 제안된 각 이론의 이론치와 잘 일치하고 있으므로, 제안된 이론식의 합리성을 확인할 수 있다.

• 한국해양공학회지
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• 제32권6호
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• pp.419-426
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• 2018

Recently, in an effort to reduce the energy efficiency design index (EEDI), studies on energy saving devices (ESDs) have been conducted. In this study, we designed a post-device suitable for a KRISO container ship (KCS) using computational fluid dynamics (CFD). In order to increase the efficiency of the post-device, a twisted rudder was used, which has a proven performance (showing a 1.34% reduction in DHP compared to the bare hull at 24 knots) in previous research at Pusan National University. In addition, an increase in efficiency was expected by the use of a rudder bulb, including the discontinuous section of the twisted rudder and a divergent propeller cap to prevent the contraction of the wake. The optimization criterion was the case where the delivery power was the least compared with the bare hull. We analyzed the cause of the efficiency increase through an analysis of the self-propulsion factor. The case study for optimization was divided into 4 types (1. clearance of the bulb and cap, 2. shape of the bulb, 3. size of the bulb and cap, and 4. asymmetric bulb). Finally, with a clearance of 50 mm from the ship, a spherical bulb with the cap having an angle of $5^{\circ}$, and an asymmetric rudder bulb with a bulb diameter of 1.2HH/1.4H (horizontal/vertical) showed a 2.05% reduction in DHP compared to the bare hull at 24 knots. We will fabricate a post-device that will be optimized in the future and verify the performance of the post-device through model tests.

• 한국경영과학회지
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• 제40권1호
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• pp.21-33
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• 2015

This paper develops an analytic model for minimizing the cost of distributing items by truck from one supplier to many customers under Milk run logistics strategy. The model derives formulas for not only inventory and transportation costs but also costs associated with carbon emission trading scheme. In addition, monetary investment for reducing carbon emissions is considered. We analyze how to determine optimal shipment size and carbon emission reduction investment. The purpose of this work is to evaluate the effects of carbon emission trading scheme on the Milk run logistics strategy in terms of how much to reduce carbon emissions and/or inventory and transportation costs. We analytically show that it is possible to reduce carbon emissions while reducing inventory and transportation costs by introducing cap-and-trade carbon emission trading scheme under certain conditions.