• 한국철도학회:학술대회논문집
• /
• 한국철도학회 2007년도 춘계학술대회 논문집
• /
• pp.1760-1769
• /
• 2007

The cut slope sliding which has been frequently encountered in Pohang area has been reported due to the rapid reduction of shear strength in mudstone after being exposed to the air. Mudstone has characteristics that it has high enough strength and stiffness in a dry condition, but the strength and stiffness decrease in a wet condition with groundwater infiltration. The case study in this paper shows that mudstone which had enough strength in a boring stage has lost the strength after installing PRD steel pipe pile inducing an insufficient bearing capacity, which has been ascertained by the static load test. Test construction has been performed to investigate the most favorable method for increasing a pile bearing capacity in mudstone with various methods such as MSG (Micro Silica Grouting) around the tip and side of a pile, the perimeter grouting combined with Micro pile reinforcement, and concrete filling after tip reinforcing grouting. From the test construction, MSG has been turned out to be the most favorable method for increasing a pile bearing capacity in mudstone, which has been confirmed by the static load test.

• 물과 미래
• /
• 제23권3호
• /
• pp.351-361
• /
• 1990

식생계로 피복되고 투수성 토양을 갖는 산지유역에서의 점유출량 결정을 위해 초과우량 추정모형을 유도하였다. 산림에 의한 canopy차단 및 풀, 낙엽, 농작물 등에 의한 지표피복차단저축을 고려하고, 유역 포화시의 증발산량을 계산하여 관측강우로부터 지표 흙에 도달되는 순강우량을 결정하였다. 부정강우사상에 적용할 수 있도록 수정된 Green-Ampt모형으로부터 침투율을 결정하여 초과우량을 산정하였고, IHP 대표시험유역 가운데 장평유역의 실제호우사상에 적용하여 손실율, 유출율 및 유출발생시간 등을 결정, 적용성 여부를 검토하였다.

• 대한치과교정학회지
• /
• 제46권6호
• /
• pp.386-394
• /
• 2016

Objective: The objective of the study was to evaluate the practicality and the validity of different surface treatments of self-drilling orthodontic mini-implants (OMIs) by comparing bone cutting capacity and osseointegration. Methods: Self-drilling OMIs were surface-treated in three ways: Acid etched (Etched), resorbable blasting media (RBM), partially resorbabla balsting media (Hybrid). We compared the bone cutting capacity by measuring insertion depths into artificial bone (polyurethane foam). To compare osseointegration, OMIs were placed in the tibia of 25 rabbits and the removal torque value was measured at 1, 2, 4, and 8 weeks after placement. The specimens were analyzed by optical microscopy, scanning electron microscopy (SEM), and energy dispersive X-ray spectroscopy (EDS). Results: The bone cutting capacity of the etched and hybrid group was lower than the machined (control) group, and was most inhibited in the RBM group (p < 0.05). At 4 weeks, the removal torque in the machined group was significantly decreased (p < 0.05), but was increased in the etched group (p < 0.05). In the hybrid group, the removal torque significantly increased at 2 weeks, and was the highest among all measured values at 8 weeks (p < 0.05). The infiltration of bone-like tissue surface was evaluated by SEM, and calcium and phosphorus were detected via EDS only in the hybrid group. Conclusions: Partial RBM surface treatment (hybrid type in this study) produced the most stable self-drilling OMIs, without a corresponding reduction in bone cutting capacity.

• 한국물환경학회지
• /
• 제22권6호
• /
• pp.1068-1074
• /
• 2006

For receiving water quality protection a control systems of urban drainage for CSOs reduction is needed. Examples in combined sewer systems include downstream storage facilities that detain runoff during periods of high flow and allow the detained water to be conveyed by an interceptor sewer to a centralized treatment plant during periods of low flow. The design of such facilities as storm-water detention storage is highly dependant on the temporal variability of storage capacity available as well as the infiltration capacity of soil and recovery of depression storage. For the continuous long-term analysis of urban drainage system this study used analytical probabilistic model based on derived probability distribution theory. As an alternative to the modeling of urban drainage system for planning or screening level analysis of runoff control alternatives, this model has evolved that offers much ease and flexibility in terms of computation while considering long-term meteorology. This study presented rainfall and runoff characteristics of the subject area using analytical probabilistic model. Runoff characteristics manifested the unique characteristics of the subject area with the infiltration capacity of soil and recovery of depression storage and was examined appropriately by sensitivity analysis. This study presented the average annual CSOs, number of CSOs and event mean CSOs for the decision of storage volume.

• 생태와환경
• /
• 제40권2호
• /
• pp.264-272
• /
• 2007

본 연구는 한강 상수원 수변지역의 실제 적용에 앞서 Bench scale의 실험을 통해 식생여과대의 단점을 보완하고 보다 효율적인 비점오염물질 저감을 위해 대조군, 모래+자갈, 여재, 자갈의 토양여과대를 조성하여 토양의 침투능력을 향상시키고 효율을 비교하고자 하였다. 실험 결과 토양여과대에서 단면 및 하부로의 침투를 증가시킨 결과 대조군과 비교하였을 때 토양여과대의 평균 표면 유출부하량과 비교하여 $8.2{\sim}40.1%$까지 감소한 것으로 나타나 토양여과대 조성을 통한 표면 유출부하량의 감소 효과가 비교적 양호하게 나타난 것으로 판단된다. 오염물질의 유입부하에 따른 총유출부하량을 통해 각각의 토양여과대에 대한 저감 효과를 비교해 본 결과, 전체적인 제거율은 SS $84.5{\sim}92.5%$, BOD $67.9{\sim}80.6%$, T-N $43.4{\sim}76.6%$), T-P $40.6{\sim}87.4%$, Cu $28.3{\sim}48.1%$, Fe $92.1{\sim}97.7%$, Pb $81.4{\sim}97.3%$인 것으로 조사되었고, 각각의 토양여과대에 대한 오염물질 저감효과를 비교해 본 결과, 여재, 모래+자갈, 자갈의 순으로 저감효과가 뛰어난 것으로 나타났다. 본 연구를 통해 기존의 식생여과대에 비해 토양층을 변화시켜 토양의 침투능을 향상시킨 토양여과대가 비점오염물질 저감에 보다 효과적이며, 하천에 가해지는 오염부하량을 감소시킬 수 있을 것으로 판단되기 때문에 차후 현장 적용 시 보다 실효성 있는 비점오염 저감대책이 될 수 있을 것으로 판단된다.

• 한국습지학회지
• /
• 제18권2호
• /
• pp.166-172
• /
• 2016

전 지구 지표 순환 분석을 위하여 지표와 대기 사이의 에너지 교환에 대한 분석이 필수적이다. 이러한 에너지 교환의 정량화를 위하여 다양한 지면 모형에 대한 연구가 진행되고 있다. 다양한 모형들 중 Common Land Model(CLM)과 Variable Infiltration Capacity(VIC) 모형을 활용한 연구가 활발히 수행되고 있다. CLM은 발전된 지면 모형의 형태로 적은 사용자 변수로 현실적인 결과를 산출한다는 장점이 있다. VIC 모형 또한 대표적인 지면 모형 중 하나로 에너지 인자 및 유출량 모의를 위하여 전 세계적으로 다양한 분야에서 활용되고 있다. 본 연구에서는 미국 캘리포니아 주 SS-CZO 사이트를 대상으로 CLM과 VIC 모형을 활용하여 주요 에너지 인자 인 순복사량, 현열, 잠열을 모의하였다. 순복사량과 현열 모두 두 모형에서 양호한 결과를 보이나, 강우 발생 시 CLM은 잠열과 현열을 과소모의하는 경향을 나타내었다. 잠열은 CLM의 모의 결과가 잠열을 과소모의 한 VIC 모형에 비하여 관측된 잠열의 경향을 더 잘 모의하는 것으로 나타났다. 이러한 에너지 인자 모의 및 모형의 장단점에 대한 분석을 통하여 CLM과 VIC 모형의 활용가능성 및 다양한 모형 활용의 필요성을 확인하였다.

• Carbon letters
• /
• 제15권2호
• /
• pp.113-116
• /
• 2014

Due to their morphology, electrochemical stability, and function as a conducting carbon matrix, graphene nanosheets (GNS) have been studied for their potential roles in improving the performance of sulfur cathodes. In this study, a GNS/sulfur (GNS/S) composite was prepared using the infiltration method with organic solvent. The structure, morphology and crystallinity of the composites were examined using scanning electron microscopy, transmission electron microscopy, and X-ray diffraction. The electrochemical properties were also characterized using cyclic voltammetry (CV). The CV data revealed that the GNS/S composites exhibited enhanced specific-current density and ~10% higher capacity, in comparison with the S-containing, activated-carbon samples. The composite electrode also showed better cycling performance for multiple charge/discharge cycles. The improvement in the capacity and cycling stability of the GNS/S composite electrode is probably related to the fact that the graphene in the composite improves conductivity and that the graphene is well dispersed in the composites.

• 한국물환경학회지
• /
• 제32권1호
• /
• pp.36-45
• /
• 2016

강우유출수 오염물 제거를 위한 침투시설에서 모래필터가 널리 적용된다. 공극폐색, 즉 필터 여재에 부유물이 침전되면 침투능이 저하되어 침투시설의 기능과 수명이 단축된다. 침투시설의 효과적인 설계 및 유지관리를 위해 모래필터 내의 물리적, 화학적, 생물학적 폐색 특성을 알아야 한다. 이 논문에서는 여재 깊이 변화에 따른 모래필터의 물리적 폐색 특성변화를 검토하였다. 연직방향, 변수위 침투조건에서 시행한 실험실 컬럼 침투실험으로부터 이들 특성변화를 관찰하였다. 실험결과, 폐색현상의 결과로서 필터의 여재 깊이가 증가할수록 부유물 제거효율이 증가하지만, 필터의 성능유지 기간은 감소하는 현상을 보였다. 모든 여재 깊이 조건에서 여재 깊이의 상부 15%에서 100~250 μm의 부유물이 침전되면서 폐색현상이 발현하는 조기폐색이 발생했다. 결과에 근거하여 침투시설의 첫번째 유지관리 시침투능 확보를 위해 여재깊이의 상부 15%를 긁어내는 방법을 제안할 수 있었다.

• 한국지하수토양환경학회지:지하수토양환경
• /
• 제17권6호
• /
• pp.1-8
• /
• 2012

This study is to suggest a few efficient ways of rainwater utilization, through monitoring and analyzing 143 rainwater storage systems and 110 artificial recharge systems, which are installed in the recommended facilities by law, among the rainwater harvesting systems in Jeju Island. In the case that catchment facilities are damaged, rainwater could be contaminated by leaves and debris so that the rates of rainwater usages come to be lower. It is possible that contaminated rainwater could contaminate artificial recharge wells or rainwater discharging out of the rainwater harvesting system could result in flood and damage for the downgradient area. For maintaining high quality of rainwater and increasing rainwater utilization rate, it is necessary to install screening facilities and purification plant functioning precipitation and filtration. Also, in order to efficiently preclude the overflowing rainwater exceeding storage capacity, it is recommended to associate rainwater storage tanks with artificial recharge well or infiltration trench facilities.

• 한국농공학회지
• /
• 제15권3호
• /
• pp.3096-3106
• /
• 1973

As a link in the chain of antidrought measure, our attempt is made to obtain basic informations on the construction of an infiltration gallary which can be supplied with irrigation water by catching of underground water in small river beds, which is economical, permanent and efficient. The experiment was made, concerning the structure of catchment conduits, by constructing a model sand tank $1.5m{\times}5m{\times}1.5m$ in dimension made of reinforced concrete. Various kinds of measuring equipment were attached to the model tank which contains a set of catchment conduits, each of them was made 30cm in diameter and 60cm in length with the ratio of sectional area to total area of influx holes 10:1, 20:1, 30:1. The average size of influx holes was fixed from 0mm to 10mm, 20mm and 30mm in diameter respectively. Obtained results are as follow; (a) In view of the water catchment capacity, manufacturing cost and the antipressure strength of the catchment conduits, it is the best method to decide the total number of influx holes 20 per sq. meter of each tile surface, and the size of influx holes 20mm in diameter, when the conduits have diameter less than 1m. (b) The greatest factor of safety against external load is to arrange the influx holes in a zigzag manner on the tile surface. The most effective formula of arrangement is $S{\geqq}\sqrt{2gd}$ where: s : spacing of opening row. g : spacing of opening line. d : diameter of influs hole.