• Applied Biological Chemistry
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• 제20권2호
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• pp.236-241
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• 1977

carbofuran의 잔류분석방법(殘留分析方法)을 검토(檢討)하고 식물체(植物體)와 토양(土壤)에 처리(處理)한 carbofuran의 잔류량(殘溜量)을 E.C.D.를 사용(使用)한 gas-liquid chromatography로 분석(分析)한 결과(結果)를 요약(要約)하면 다음과 같다. (1) 정제용(精製用) column은 florisil(수분함량(水分含量) 5%)+Alumina(수분함량(水分含量) 4%)+Absorbent mixture를 사용(使用)하는것이 좋은 결과(結果)를 얻었으며 용출액(溶出液)의 처음 30ml 분획(分劃)을 유출(流出)시키는 것이 불순물(不純物) 제거(除去)에 효과적(效果的)이었다. (2) Gelatin capsule을 이용(利用)하여 근부처리(根部處理)한 것이 수도체중(水稻體中)의 잔류량(殘溜量)을 가장 오랫동안 지속(持續)시켰다. (3) 종자처리(種子處理)에 의(依)하여는 종자(種子)와 유묘중(幼苗中)에 침투(侵透)된 carbofuran이 검출(檢出)되지 않았다. (4) 유묘(幼苗)의 침적(浸積)에 의한 carbofuran의 식물체(植物體)의 이행(移行)은 처리농도(處理濃度) 보다 침지시간(浸漬時間)에 비례(比例)하였다. (5) 수도(水稻)에 의한 carbofuran의 흡수량(吸收量)은 근부처리(根部處理)가 수면처리(水面處理)보다 많았고 약효(藥效)도 오래 지속(持續) 되었다. (6) 점토함량(粘土含量)이 많은 토양은 점토함량(粘土含量)이 적은 토양(土壤)보다 carbofuran의 잔류경향(殘留傾向)이 길다. (7) 수확후(收穫後)의 현미중(玄米中)에서는 carbofuran의 잔류량(殘溜量)이 검출(檢出)되지 않았다.

• Nuclear Engineering and Technology
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• 제20권2호
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• pp.105-111
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• 1988

과망간산염들, 즉 과망간산 칼륨, 과망간산 암모늄, 과망간산 바륨에서 망간의 중성자 포획으로 야기되는 화학적 효과를 고찰하였다. $^{55}$Mn(n, ｒ) $^{56}$ Mn 반응에서 생성된 방사성 망간 화학종, 즉 양이온 56/Mn, $^{56}$ MnO$_2$ 그리고 $^{56}$ MnO$_4$$^{-}$의 분포에 미치는 용제의 pH효과를 여러 가지 흡착제들과 이온교환체, 즉 제올이프 A-3, 카올리나이트, 알루미나, 이산화망간 그리고 도엑스 -50을 이용하여 고찰하였다. 카올리나이트와 알루미나에서 방사성 MnO$_4$$^{-}$의 분포가 대표적인 pH값인 4, 7 그리고 9 각각에서 다른흡착제와 이온교환체보다 높게 나타나며 동일한 흡착제일경우에는 pH 4 는 및 pH 9에서가 pH 7에서보다 높게 나타난다. $^{55}$Mn(n, ｒ) $^{56}$ Mn 반응에 의하여 과망간산염에서 생성된 반조망간원자들의 열-어니어링 거동 또한 고찰하였다. 열-어니어링에서 $^{56}$ MnO$_4$$^{-}$의 잔류율은 10$0^{\circ}C$ 및 13$0^{\circ}C$ 처리에서 온도가 높아질수록 증가함을 보였다. 망간염의 반조효과는 hot zone model로 설명하였다.

• Geomechanics and Engineering
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• 제7권5호
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• pp.495-524
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• 2014

To investigate the soil-pile interactive performance under lateral loads, a set of laboratory model tests was conducted on remoulded test bed of soft clay and medium dense sand. Then, a simplified boundary element analysis had been carried out assuming floating pile. In case of soft clay, it has been observed that lateral loads on piles can initiate the formation of a gap, soil heave and the tension crack in the vicinity of the soil surface and the interface, whereas in medium dense sand, a semi-elliptical depression zone can develop. Comparison of test and boundary element results indicates the accuracy of the solution developed. However, in the boundary element analysis, the possible shear stresses likely to be developed at the interface are ignored in order to simplify the existing complex equations. Moreover, it is unable to capture the influence of base restraint in case of a socketed pile. To bridge up this gap and to study the influence of the initial stress state and interface parameters, a field based case-study of laterally-loaded pile in layered soil with socketed tip is explored and modelled using the finite element method. The results of the model have been verified against known field measurements from a case-study. Parametric studies have been conducted to investigate the influence of the coefficient of lateral earth pressure and the interface strength reduction factor on the results of the model.

• 대한기계학회논문집B
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• 제29권9호
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• pp.997-1005
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• 2005

The extinction characteristics of low strain rate normal gravity (1-g) nonpremixed methane-air flames were studied numerically and experimentally. A time-dependent axisymmetric two-dimensional (2D) model considering buoyancy effects and radiative heat transfer was developed to capture the structure and extinction limits of 1-g flames. One-dimensional (1D) computations were also conducted to provide information on 0-g flames. A 3-step global reaction mechanism was used in both the 1D and 2D computations to predict the measured extinction limit and flame temperature. A specific maximum heat release rate was introduced to quantify the local flame strength and to elucidate the extinction mechanism. Overall fractional contribution by each term in the energy equation to the heat release was evaluated to investigate the multi-dimensional structure and radiative extinction of 1-g flames. Images of flames were taken for comparison with the model calculation undergoing extinction. The two-dimensional numerical model was validated by comparing flame temperature profiles and extinction limits with experiments and ID computation results. The 2D computations yielded insight into the extinction mode and flame structure of 1-g flames. Two combustion regimes depending on the extinction mode were identified. Lateral heat loss effects and multi-dimensional flame structure were also found. At low strain rates of 1-g flame ('Regime A'), the flame is extinguished from the weak outer flame edge, which is attributed to multi-dimensional flame structure and flow field. At high strain rates, ('Regime B'), the flame extinction initiates near the flame centerline due to an increased diluent concentration in reaction zone, which is the same as the extinction mode of 1D flame. These two extinction modes could be clearly explained with the specific maximum heat release rate.

• 한국산업보건학회지
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• 제11권1호
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• pp.1-8
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• 2001

This study was performed to evaluate a local exhaust ventilation system capability and welding fume concentration in welding laboratory at 5 technical high schools. Results of the study are as follows; 1. The personal exposure of welding fume in welding laboratory was measured. The geometric mean of 73 personal samples was $6.27mg/m^3$($3.85{\sim}9.88mg/m^3$), and 68.5% of these exceeded TLV of the Korea Ministry of Labor. 2. The geometric mean of welding fume at outside of booth was $2.27mg/m^3$($1.57{\sim}2.58mg/m^3$). All of measured concentrations were lower than TLV of the Korea Ministry of Labor. 3. Local exhaust ventilation system in welding laboratory could not remove hazardous substance effectively because of inappropriate canopy hood and absurd design. 4. The possibility of exposure risk was estimated to be high because of working point under breathing zone, misplacement of working table and insufficient supply of respiratory protector. 5. The mean values of capture velocity and transportation velocity of local exhaust ventilation system in welding laboratory were 0.38m/sec, 4.27m/sec respectively. These values were satisfied the guideline of the Korea Ministry of Labor. 6. The efficiency of performance of local ventilation system was anticipated to be decreased because of accumulated dust and alien substance on fan and duct.

• 수산해양기술연구
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• 제53권1호
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• pp.60-66
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• 2017

This study researched the population of ecological characteristics of the goldeyes rockfish Sebasetes thompsoni sampled by gill net in the Ulleungdo area from February 2013 to February 2014 in order to assess the current stock status and provide scientific advice for management implementation. The instantaneous coefficient of total mortality (Z) was 0.78/year and the survival rate (S) was 0.459. The instantaneous coefficient of natural mortality (M) was 0.461/year. Based on the estimates of Z and M, the instantaneous coefficient of fishing mortality (F) was 0.318/year. The age at first capture ($t_c$) was 4.41/years. Current Yield-per-recruit (YPR) was 30.83 g, and fishing mortality at maximum YPR ($F_{max}$) and fishing mortality corresponding to 10% of the maximum slope in YPR curve ($F_{0.1}$) were 3.257/year and 0.673/year, respectively. $F_{35%}$ and $F_{40%}$, indicating fishing mortalities at 35% and 40% of maximum Spawning biomass-per-recruit (SBPR), were 0.619/year and 0.509/year, respectively. Based on the biological reference points, fishing mortality at overfished threshold yield ($F_{OTY}$) was calculated as 0.509/year. Current $SBPR/SBPR_{MSY}$ was 1.313 above 1.0, which means 'not overfishe,' while current $F/F_{OTY}$ was 0.629 below 1.0, which indicates 'not overfishing.' In conclusion, the current status of goldeyes rockfish was located in green zone (i.e., not overfished and not overfishing) according to the revised Kobe plot.

• Smart Structures and Systems
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• 제3권1호
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• pp.51-68
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• 2007

High-strength concrete (HSC) is becoming increasingly attractive for various construction projects since it offers a multitude of benefits over normal-strength concrete (NSC). Unfortunately, current design provisions for shear capacity of RC slender beams are generally based on data developed for NSC members having a compressive strength of up to 50 MPa, with limited recommendations on the use of HSC. The failure of HSC beams is noticeably different than that of NSC beams since the transition zone between the cement paste and aggregates is much denser in HSC. Thus, unlike NSC beams in which micro-cracks propagate around aggregates, providing significant aggregate interlock, micro-cracks in HSC are trans-granular, resulting in relatively smoother fracture surfaces, thereby inhibiting aggregate interlock as a shear transfer mechanism and reducing the influence of compressive strength on the ultimate shear strength of HSC beams. In this study, a new approach based on genetic algorithms (GAs) was used to predict the shear capacity of both NSC and HSC slender beams without shear reinforcement. Shear capacity predictions of the GA model were compared to calculations of four other commonly used methods: the ACI method, CSA method, Eurocode-2, and Zsutty's equation. A parametric study was conducted to evaluate the ability of the GA model to capture the effect of basic shear design parameters on the behaviour of reinforced concrete (RC) beams under shear loading. The parameters investigated include compressivestrength, amount of longitudinal reinforcement, and beam's depth. It was found that the GA model provided more accurate evaluation of shear capacity compared to that of the other common methods and better captured the influence of the significant shear design parameters. Therefore, the GA model offers an attractive user-friendly alternative to conventional shear design methods.

• Korean Chemical Engineering Research
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• 제44권5호
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• pp.520-527
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• 2006

본 연구에서는 FC(fluorocarbon) 플라즈마 반응기에서 입사하는 이온에너지에 따른 고분자 증착, 식각과 증착의 경쟁반응 및 물리적 스퍼터링 등의 여러 표면 현상들을 모델링하였다. $SiO_2$ 식각에 대한 표면반응은 식각반응 영역을 잘 혼합된 CSTR(continuous stirred tank reactor) 가정을 도입하여 이온 도움에 의한 식각으로 모사되었다. 정상상태 고분자층을 통한 식각과 증착의 경쟁반응의 모델링은 이온 도움에 의한 고분자 생성 및 분해 메커니즘을 제안하여 수행하였다. 이러한 메커니즘은 최근 발표된 실험 및 분자동력학적 전산모사 결과에 기초하였으며,모델 계수들은 빔실험 결과 및 플라즈마 실험결과들을 이용하여 구하였다. 최종 개발된 모델의 결과들은 타당성을 검증하기 위해 문헌에 보고된 실험결과들과 비교하였다.

• 감성과학
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• 제16권1호
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• pp.85-94
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• 2013

인체의 동작으로부터 전기 에너지를 수확하려는 압전 에너지 수확에 관한 연구가 최근 활발히 진행되고 있으며, 본 연구에서는 이러한 압전 에너지 수확 소자를 의류에 적용하여 에너지 수확 의류를 설계하였다. 먼저, 동작에너지를 수확하는데 적합한 사지의 인체 부위를 밝히기 위해 3차원 모셥 캡쳐를 실시하였고, 그 결과 엉덩이, 팔꿈치, 무릎이 적합한 부위임이 밝혀졌으며, 이 중, 움직임이 자유로운 팔꿈치와 무릎이 동작에너지 수확 부위로 도출되었다. 압전 에너지 수확 소자의 경우 의류에 적용되기 위해서는 유연하면서도 동작에 민감하게 반응되는 새로운 구조가 필요하였으며, 2개 소자를 적층으로 구성하여 발생하는 전력량을 높이는 새로운 방식이 제안되었다. 의류의 경우 압전 에너지 수확 부위인 팔꿈치와 무릎 부위에서 인체에 잘 밀착되면서 움직임을 제한하지 않는 구조가 요구되었으며, 이에 가장 적합한 무봉제 의류로 제작되었다. 개발된 압전 에너지 수확소자를 부착한 에너지 수확 의류를 시험한 결과 높은 전기에너지 발생 결과를 얻을 수 있었다.

• Journal of Korean Neurosurgical Society
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• 제37권2호
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• pp.89-95
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• 2005

Objective: The biomechanical stabilities between the anterior plate fixation after anterior discectomy and fusion (ACDFP) and the posterior transpedicular fixation after ACDF(ACDFTP) have not been compared using human cadaver in bilateral cervical facet dislocation. The purpose of this study is to compare the stability of ACDFP, a posterior wiring procedure after ACDFP(ACDFPW), and ACDFTP for treatment of bilateral cervical facet dislocation. Methods: Ten human spines (C3-T1) were tested in the following sequence: the intact state, after ACDFP(Group 1), ACDFPW(Group 2), and ACDFTP(Group 3). Intervertebral motions were measured by a video-based motion capture system. The range of motion(ROM) and neutral zone(NZ) were compared for each loading mode to a maximum of 2.0Nm. Results: ROMs for Group 1 were below that of the intact spine in all loading modes, with statistical significance in flexion and extension, but NZs were decreased in flexion and extension and slightly increased in bending and axial rotation without significances. Group 2 produced additional stability in axial rotation of ROM and in flexion of NZ than Group 1 with significance. Group 3 provided better stability than Group 1 in bending and axial rotation, and better stability than Group 2 in bending of both ROM and NZ. There was no significant difference in extension modes for the three Groups. Conclusion: ACDFTP(Group 3) demonstrates the most effective stabilization followed by ACDFPW(Group 2), and ACDFP(Group 1). ACDFP provides sufficient strength in most loading modes, ACDFP can provide an effective stabilization for bilateral cervical facet dislocation with a brace.