• 한국지하수토양환경학회지:지하수토양환경
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• 제20권7호
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• pp.43-52
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• 2015

The uranium removal capacity of radish sprouts (Raphanus sativus L.) in groundwater was calculated on the basis of the amount of uranium accumulated in the radish sprouts rather than the concentration in solution, of which process was very limited in previous studies. Continuous rhizofiltration clean-up system was designed to investigate the feasibility of radish sprouts, applying for uranium contaminated groundwater (U concentration: 110 μg/L) taken at Bugogdong, Busan. Six acrylic boxes (10 cm × 30 cm × 10 cm) were connected in a direct series for the continuous rhizofiltration system and 200 g of radish sprouts cultivars was placed in each box. The groundwater was flushed through the system for 48 hours at the constant rate of 5 mL/min. The rhizofiltration system was operated in the phytotron, of which conditions were at 25℃ temperature, 70% of relative humidity, 4,000 Lux illumination (16 hours/day) and 600 mg/L of CO₂ concentration. While 14.4 L of contaminated groundwater was treated, the uranium removal efficiency of the radish sprouts (1,200 g in wet weight) was 77.2% and their removal capacities ranged at 152.1 μg/g-239.7 μg/g (the average: 210.8 μg/g), suggesting that the radish sprouts belong to the group of hyper-accumulation species. After the experiment, the sum of U amounts accumulated in radish sprouts and remained in groundwater was 1,472.2 μg and the uranium recovery ratio of this rhizofiltration experiment was 92.9%. From the results, it was investigated that the radish sprouts can remove large amounts of uranium from contaminated groundwater in a short time (few days) because the fast growth rate and the high U accumulation adsorption capacity.

• 한국지하수토양환경학회지:지하수토양환경
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• 제13권6호
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• pp.23-30
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• 2008

본 연구는 전통적인 지하 대수층 폭기기술을 시행하는 데 있어서 대수층의 특정층에 미리 수용액상 계면활성제를 수평방향으로 도입함으로써 오염물질이 실제로 존재하는 특정 지층으로 선택적으로 폭기되도록 하여 최소한의 공기량으로 오염물질 제거 효율을 극대화 하는 기술을 개발하는 것을 목적으로 한다. 본 연구에서는 균일질 모래로 충진된 2차원 상자 모델을 대수층 모사를 위하여 사용하였으며, 저농도(100 mg/L)의 음이온계 계면활성제(sodium dodecylbenzene sulfonate) 수용액을 대수층의 표면장력을 조절하는 데 사용되었다. 실험은 첫째, 계면활성제가 처방되지 않은 경우, 둘째, 공기도입부 근처에 계면활성제 용액이 도입된 경우, 그리고 셋째, 공기도입부와 토양표면의 중간부분에 계면활성제 용액이 도입된 경우의 세 부분으로 구성되어 실시되었다. 실험 결과, 계면활성제가 도입된 경우 계면활성제가 투입되지 않은 경우에 비하여 최고 5배에 해당하는 현저한 폭기영향권의 확대가 관찰되었다. 또한 계면활성제가 도입되지 않았을 때에는 폭기영향권의 범위가 도입유량에 거의 영향을 받지 않았으나 계면활성제가 도입된 경우 폭기영향권은 도입유량에 비례하는 것으로 나타났다. 특기할만한 것은 폭기영향권이 계면활성제가 도입된 수평층을 중심으로 형성되어 이 부분에 집중되어 존재하는 오염물질의 제거에 매우 유리할 수 있다는 점이다. 현재 까지 대수층 폭기기술이 도입공기의 수평확산을 유도하는 기술이 개발되어 있지 않으므로 본 연구는 기존의 대수층 폭기 복원기술의 효율을 획기적으로 개선할 수 있을 것으로 기대된다.

• 한국조경학회지
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• 제33권2호
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• pp.32-47
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• 2005

This study was carried out to investigate and propose a green-wall system with evergreen plants for urban greening of Tongyeong City. To achieve these goals, the requirements and possibilities for wall greening were investigated and evaluated considering the location, topography, and climate of Tongyeong City. Existing walls were analyzed and then a suitable green wall system is proposed. Tongyeong City and its 151 islands covers the central and the southern parts of the Goseong peninsula. Most of the land is covered with hills and mountains; $43.9\%$ of the land area has a slope greater than $15\%$ and most hills and mountains near the urban area have a slope of more than $30\%$. As a result of the topographical properties, concrete retaining walls can often be seen along the streets in urbanized areas. These retaining walls are not only unattractive, but they also create environmental problems, and thus should be replaced with native evergreen plants. Options for replacing the retaining walls include evergreen vine-plants such as Hedaa spp. and Euonymus radicans, but native evergreen shrubs such as Pittosporum tobira, Nandina domestica, Raphiolepis umbellata, Ilex cornuta, flex crenata, Fatsia japonic, and Aucuba japonica may be a more attractive option. Current wall conditions are unsuitable for planting vines, therefore, a reservoir-drainage-type plant box filled with a light artificial substrate is required for greening these concrete retaining walls. These might be irrigated in the dry season and fertilized annually by an appropriate system. These plant boxes could be attached along the entire walls. An experiment investigating effects of substrates and bark-chip mulching on the growth of Hedera spp. showed that the mixture of cerasoil and field soil(v/v, 4:6) was superior to field soil alone and to the mixture of perlite small grain, large grain, and field soil(v/v/v, 2:2:6). Bark-chip mulching tended to increase the growth of Hedera spp..

• 한국식품저장유통학회지
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• 제11권2호
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• pp.282-285
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• 2004

지황의 안정적인 저장으로 종근 비용을 절감하고자 재래종과 생육특성이 상이한 지황 1호를 공시하여 저장 후 120일 동안의 저장방법에 따른 종근 특성을 분석한 결과는 다음과 같다. 지황의 저장방법별 온도변화는 움저장에서 7.2∼13.8$^{\circ}C$로 가장 적었고 스치로폼상자내 흙을 충진한 저장에서 높았으며, 습도는 움저장에서 98.2%로 가장 높았다. 당도와 중량 감모율 그리고 부패율은 저장기간이 경과할수록 증가하는 경향을 보였으며, 왕겨를 충진한 망사와 스치로폼상자내 저장에서 당도와 중량 감모율이 높았으나, 부패율은 움저장에서 27.5%로 가장 높았다. 저장중 경도의 변화는 저장기간이 경과할수록 표피의 경도는 증가하는 경향이었으나, 내부 경도는 감소하는 경향을 보였다.

• 한국지반환경공학회 논문집
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• 제24권11호
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• pp.25-31
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• 2023

대표적인 비탈면 배수공법인 수평배수공은 비탈면 내 간극수압을 감소시키기 위해 국내외에서 다수 활용하고 있다. 이에 따라 다양한 연구들이 선행되어 왔으나, 수평배수공의 수량을 산정하기 위한 명확한 설계기준이 없어 획일적으로 시공되고 있다. 따라서 본 논문에서는 다양한 수평배수공의 배수성능과 영향인자에 대한 메커니즘을 규명하고자 현장토를 이용하여 모형토조실험을 수행하였다. 또한, 배수재 형상이나 크기에 따른 배수성능을 비교하고자 입도분포가 다른 시료에서의 유출량 결과를 비교 및 검토하였다. 정상류 상태에서 배수실험을 확인하기 위해 유출량을 측정한 결과, 모든 시료에서 최소 3분에서 최대 15분 뒤 일정한 속도로 배수되는 것을 확인하였다. 조립질 지반에서 단일 시간당 유출되는 양(단위 유출량)으로 비교한 경우, 배수재 형상과 크기에 따른 배수효과가 상이하여 배수성능에 영향을 미치는 것을 확인하였다. 향후 세립질 지반에서의 배수 성능실험과 수량을 결정하기 위한 기초자료로 충분히 활용될 수 있을 것으로 기대된다.

• 지질공학
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• 제17권4호
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• pp.525-534
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• 2007

선단 확장식 소일네일링 공법의 특징은 천공홀보다 큰 직경의 특수 비트로 공저 30cm 정도를 확장하고, 천공직경보다 큰 쐐기형 몸체를 접어서 공저에 삽입한 다음, 쐐기형 몸체를 펼쳐 공벽에 밀착되도록 한 후 그 주위를 그라우팅하고 지반에 정착시키는 공법이다. 본 연구에서는 개발된 공법의 효과를 입증하기 위해 길이 1,300mm, 폭 1,000mm, 높이 1,100mm의 토조에 모형지반을 조성한 후 인발 및 하중재하실험을 실시하였고, 동일한 실험조건으로 일반 소일네일링과 비교하였다. 선단 확장식 네일링이 일반 네일링 공법에 비하여 인발력은 23% 정도 증가하였으며, 벽체의 수평변위는 $1.2{\sim}9.1%$ 정도 감소하였다. 또한 네일에 작용하는 축력은 선단 확장식은 7tonf, 일반 네일은 5tonf이후에서 크게 증가하였으며, 축인장 변형율 분석결과 예상 파괴선이 변체로부터 먼거리에 선단 확장식이 위치하고 있음을 확인하였다. 이들 결과로부터 선단 확장식 네일링이 일반적인 소일네일링 공법에 비하여 보강효과 면에서 우수한 공법임을 입증하였다.

• 한국농공학회지
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• 제37권5호
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• pp.53-61
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• 1995

Analyses of subsurface drainage effects of farmland with respect to pipe and envelop material are made by the laboratory experiments using soil box to give basic information for the subsurface drainage system planning and design. Three different diameter PVC perforated pipes and a mesh pipe are used with envelop materials such as sand, rice bran, and crushed stone. Steady state subsurface drainage flow rate increased as envelop material changed from sand to rice bran and crushed stone. This indicates that as the hydraulic conductivity of the envelop material increases, the drainage flow rate increases. On the other hand, for a given envelop material, the mesh pipe which has the largest openning area shows the largest flow rate while small diameter PVC pipes show small flow rates. This tells that as the openning area and pipe diameter increase, the flow rate increases, too. Therefore, selection of pipe and envelop material should be made in accordance with the design drainage flow rate. Unsteady state subsurface drainage flow rate with respect to time differs for different envelop material. In case the sand was used as an envelop material, the small diameter PVC pipes show larger flow rates than the large diameter PVC pipe and mesh pipe. When the rice bran was used, the mesh pipe shows the largest flow rate, while small diameter pipes show smaller flow rates. In case the crushed stone was used as an envelop material, the large diameter PVC pipe and mesh pipe show larger flow rates, while small diameter pipes show a little bit smaller flow rates. However, the variation of flow rates among different pipes is the smallest when the crushed stone is used. The flow rate curve with respect to the pipe changes little for the crushed stone envelop which has a large hydraulic conductivity, while that changes much for the sand and rice bran envelops. However, it is difficult to draw a consistent relationship between the drainage flow rate and pipe for all the envelop materials. Since the subsurface drainage experiments are made only under the restricted laboratory condition in this study, further study including field experiment is required.

• Structural Engineering and Mechanics
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• 제75권1호
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• pp.71-86
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• 2020

This paper presents a study on the mechanical behavior of buried pipelines crossing faults using experimental and numerical methods. A self-made soil-box was used to simulate normal fault, strike-slip fault and oblique slip fault. The effects of some important parameters, including the displacement and type of fault, the buried depth and the diameter of pipe, on the deformation modes and axial strain distribution of the buried pipelines crossing faults was studied in the experiment. Furthermore, a finite element analysis (FEA) model of spring boundary was developed to investigate the performance of the buried pipelines crossing faults, and FEA results were compared with experimental results. It is found that the axial strain distribution of those buried pipelines crossing the normal fault and the oblique fault is asymmetrical along the fault plane and that of buried pipelines crossing the strike-slip fault is approximately symmetrical. Additionally, the axial peak strain appears near both sides of the fault and increases with increasing fault displacement. Moreover, the axial strain of the pipeline decreases with decreasing buried depth or increasing ratios of pipe diameter to pipe wall thickness. Compared with the normal fault and the strike-slip fault, the oblique fault is the most harmful to pipelines. Based on the accuracy of the model, the regression equations of the axial distance from the peak axial strain position of the pipeline to the fault under the effects of buried depth, pipe diameter, wall thickness and fault displacement were given.

• 유기물자원화
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• 제1권2호
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• pp.259-266
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• 1993

사육밀도를 달리한 지렁이 개체군에 우분을 먹이로 공급하였을 때 지렁이 생육과 분립의 생산량 및 분립의 화학적 조성을 조사하였다. 지렁이의 생존율과 증식속도사이에의 유의한 정상관이, 생존율과 증식속도간에는 역상관이 존재하였다. 최적사육밀도는 $42.7-128cm^3$/마리의 범위로 추정되었으며, 최적사육밀도에서 분립의 생산량은 36.5-80.9 mg/마리의범위로 추정되었다. 분립은 그화학적 조성과 물리적 성상으로 볼 때 토양개량제로서 이용가치가 높다고 판단되었다.

• 한국축산시설환경학회지
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• 제1권1호
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• pp.65-75
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• 1995

This experiment was carried out to the effects of population density and C/N ratios of feed on the growth, reproductive effciency and cast producation of the earthworm(Eisenia foetida). The population densities of 50, 100, 150, 200 and 250 individuals of the earthworm fed with different C/N ratios of 25, 35, 45 and 55 cow manures were studied in rearing box($6,400cm^3$), and at the fertility stage during a period of 60 days. The results were summarized as follows; The survial rate(SR), increasing rate(IR), reproductive efficiency(RE) and cast production of the earthworms showed highest values in C/N ratio of 25. These results may indicate that C/N ratio of 25 is a very favourable feed for the growth of the earthworms. The survial rate(SR) indicated significant positive correlation with reproductive efficiency(RE) in different C/N ratios of feeds. The survial rate(SR) showed highest values in population densities of $50{\sim}100$ worms/$6,400cm^3(64.0{\sim}128.0cm^3/worm$). On the contrary, increasing rate(IR) tended to decreased with the increased population densities. The survival rate(SR) indicated significant negative correlation with reproductive efficiency(RE) in different population densities of the earthworms. The cast production estimated were $31.6mg{\sim}67.4mg/day/worm$ grown in optimum population densities($50{\sim}100\;worms/6,400cm^3$). The earthworm casting are an excellent soil conditioning material or organic fertilizer sources with a high chemical composition and their physical properties.