• Resources Recycling
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• v.18 no.5
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• pp.63-71
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• 2009

Recyclable wastes coming into material recovery facilities(MRFs) is mostly packed by plastic bag or sack bag. Bag rupturing device is essential to improve capacity and efficiency of MRFs. Bag opening works of MRFs is mostly done by numerous workers and shredder-type bag rupturing device. It often makes a problems; decreased capacity, shredded recyclables, worker safety by explosion and broken glasses, etc. In the present work, bag rupturing device with octagonal rotating blade drums has been developed to solve the existing problems and environment assessment is also performed during operation of the device. Capacity of the device was about 5.6 ton/hr at 8.2 rpm of drum revolution speed and 1.25 m/min of belt conveyor speed. It satisfied initial designed capacity(5.0 ton/hr) and max. capacity 8.8 ton/hr was achieved at 12.5 rpm of drum revolution speed and 1.50m/min of belt conveyor speed. Bag rupturing efficiencies on outer and inner bag were obtained at 100% and about 95.6% as average, respectively and original form of glass bottles in the bag was maintained without broken by about 96.5%. This result shows that the safety in hand sorting by the workers could be improved. As result of environmental assessment on the noise, vibration and particulates, the measured levels on noise, vibration and particulates show the below standard regulatory limits. It could be concluded that the problems of existing devices in MRFs could be solved by adopting the bag rupturing device with octagonal rotating blade drums in on-site operation.

• The Korean Journal of Pesticide Science
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• v.15 no.4
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• pp.453-462
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• 2011

This study was carried out to survey the residual characteristics of pesticides and assess their safety. Nineteen agricultural commodities, collected from wholesale and traditional markets in Cheongju. Nineteen agricultural commodities including perilla leaves were collected from the markets on October 29th, 2010. Total 240 pesticides which can be analyzed by multiresidue analysis method by GLC and HPLC were monitored and the pesticides detected were confirmed by GC-MSD and LC-MS. Five pesticides, alachlor, bifenthrin, endosulfan, procymidone and triflumizole, were detected from five samples, such as welsh onion, leek and celery in case of wholesale market and perilla leaves and welsh onion in case of traditional market. Detection rate of 13.2% was obtained as a result of pesticide analysis but 2.6% of the pesticides detected exceeded their maximum residue limits. The estimated daily intakes (EDIs) and maximum permissible intakes (MPIs) of the pesticides detected were less than 26% and 0.05% of their acceptable daily intakes (ADIs) respectively, representing that residue levels of the pesticides detected would be safe.

• Magazine of the Korea Concrete Institute
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• v.10 no.6
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• pp.241-252
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• 1998

The objective of the research stated herein is to observe the actual responses of a low-rise nonseismic moment-resisting reinforced concrete frame subjected to varied levels of earthquake ground motions. First, the reduction scale for the model was determined as 1 : 5 considering the capacity of the shaking table to be used and the model was manufactured according to the similitude law. This model was, then, subjected to the shaking table motions simulating Taft N21E component earthquake ground motions, whose peak ground accelations (PGAs) were modified to 0.12g, 0.2g, 0.3g, and 0.4g. The lateral accelerations and displacements at each story and local deformations at the critical reginos of the structure were measured. The base shear was measured by using self-made load cells. Before and after each earthquake simulation test, free vibration tests were performed to find the change in the natural period and damping ratio of the model. The test data on the global and local behaviors are interpreted. The model showed the linear elastic behavior under the Taft N21E motion with the PGA if 0.12g, which represents the design earthquake in Korea. The maximum base shear was 1.8tf, approximately 4.7 times the design base shear. The model revealed fairly good resistance to the higher level of earthquake simulation tests. The main components of its resistance to the high level of earthquakes appeared to be 1) the high overstrength, 2) the elongation of the fundamental period, and 3) the minor energy dissipation by inelastic deformations. The drifts of the model under these tests were approximately within the allowable limit.

• Journal of Korean Tunnelling and Underground Space Association
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• v.17 no.4
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• pp.457-471
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• 2015

A domestic cutterhead with the diameter of 3.6 m was designed and manufactured in this study. Then, it was attached to an existing earth-pressure balanced shield TBM to excavate a cable tunnel with the length of 1,275 m. Especially, the procedures for TBM cutterhead design and its corresponding performance prediction were also summarized. From field data analyses of the refurbished shield TBM, its maximum advance rate was recorded as 14.4 m/day. Penetration depths of disc cutters were found to be approximately 4 mm/rev, which is equal to the maximum penetration depth designed for the strongest rock strength condition in the target tunnel. Every TBM operating thrust and cutter normal force during TBM driving was much smaller than their corresponding maximum capacities. When cutter acting forces recorded in the field were analyzed, their prediction errors by the CSM model were very high for weak rock conditions. In addition, rock strength showed very close relationships with cutter normal force and penetration depth.

• Journal of Korea Water Resources Association
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• v.41 no.7
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• pp.693-700
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• 2008

Detention pond has an important role in peak flow reduction to mitigate flood damage. Design of detention pond is accomplished through the preliminary stage, and design stage in general. New development projects produce increased peak flow and flow amounts. In this case it is necessary to design the detention pond easily and simply. A simplified design method of the detention pond is suggested in this study. Used design variables are peak flow ratio(${\alpha}$) and storage ratio($S_r$). ${\alpha}$ is the peak flow ratio of before and after development of the basin. $S_r$ is a ratio of storage volume to total runoff volume. Applicability of the proposed method was also proved. The simple procedure of detention pond design is proposed in this study.

• Journal of the Korea Organic Resources Recycling Association
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• v.24 no.2
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• pp.41-49
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• 2016

P city government considers to treat a part of food waste leachate in a municipal wastewater treatment plant (MWWTP), as the capacity of an existing combined treatment plant for food waste leachate is lower than the generation of food waste leachate in the city. Furthermore, the combined treatment plant also treats landfill leachate and directly discharges the effluent to the sea, which may result in a potential environmental problem. Therefore, this study examined the feasibility of the addition of food waste leachate and the effluent of the combined treatment facility on the MWWTP. Acceptable addition amount of the food waste streams, increased pollution loading on the MWWTP, and the treatment cost were estimated according to four scenarios. All the scenarios estimated that the MWWTP would receive most of the food waste streams according to the manual of the ministry of environment with little increase of pollution loading.

• The Journal of Korean Institute of Communications and Information Sciences
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• v.32 no.11C
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• pp.1119-1126
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• 2007

In this paper, we examine the scheme that the CR (Cognitive Radio) user can coexist with primary user with obeying the concept of interference temperature proposed by FCC. Regarding to the capability of classifying the signals of primary user after the spectrum sensing, the interference temperature model can be discriminated by the ideal and generalized ones. And then, about each model, it can optimize the bandwidth and transmit power with satisfying predetermined capacity of CR user. Especially, it has been considered to allocate to CR user not to interfere to primary users for proper coexistence in conventional interference temperature multiple access technique, proposed by T. Clancy, but this paper proposes the scheme that considering QoS of not only primary users, but also CR user. The hill-climbing algorithm is employed to produce the bandwidth and transmit power subject to satisfying the required capacity.

• Journal of Navigation and Port Research
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• v.38 no.3
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• pp.253-259
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• 2014

Traffic risks in fairway and harbour area increase lately according to be a sharpe change of ship's size and speed. It becomes hot issue to design a fairway, which's width is important to lower traffic risk and ensure navigational safety. The current design making a fairway and width do not focus on maneuvering motion of a large ship, but traffic risks are clear on reflecting the design of fairway, specially on width. To contact with these problems, this research proposes how to determine fairway' width in consideration of traffic volume. it suggests several situations of marine traffic congestion as like narrow channel and harbour area. here uses 162 simulations in MTS Ver.1 developed. Acquired simulation's results, environmental stress dates, figure in a model that relates with required fairway' width and allowable traffic volume. In added, suggested model compares current design with an width.

• Proceedings of the Korean Nuclear Society Conference
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• 1996.05d
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• pp.488-493
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• 1996

보장조치 대상 원자력 시선에 대한 사찰 목적은 평화적 목적으로 사용되기 위한 시설 및 핵물질이 핵무기 생산 등의 비평화적 목적으로 전용되지 않았음을 확인하는 것이다. 이를 위하여 국제원자력기구에서는 보장조치 기준(IAEA Safeguards Criteria : 1991 - 1995)에 따라 적절한 검증 수단을 사용하여 핵물질의 형태 및 양, 시설의 운전기록 등에 대하여 보고된 내용과 실제 상황과의 일치성을 확인하고, 미신고된 핵활동이 없음을 확인하고 있다. 보장조치 측면에서 보면, 중수형원자로(CANDU)는 핵연료의 크기가 작고 운전중에 핵연료를 교체하는 방식(On Load Reactors)을 채택하고 있기 때문에 시설 내에서의 핵물질 이동이 매우 빈번하며, 사용후핵연료의 양 역시 경수형원자로에 비해 매우 많다. 따라서 중수형원자로에 대한 보장조치 사찰은 경수형원자로에 비해 사찰일수(최대허용사찰량 : 중수형원자로 45 인-일/년, 경수형원자로 15 인-일/년)가 훨씬 많고 보장조치 관련 장비 또한 매우 다양하다. 현재 운전 중인 월성 1호기에 이어 건설 중인 월성 2, 3, 4호기의 운전이 시작되면 중수형원자로에 대한 국제원자력기구 및 국가사찰 양이 급격히 늘어날 전망이다. 또한 월성 1호기의 경우 사용후핵연료 저장조의 용량 초과로 인한 건식저장고(Dry Canister)로의 이송이 1992년도부터 매년 실시되고 있으며, 이 기간 중에 이송 대상 핵연료의 검증 및 운반 중 전용을 방지하기 위한 추가적인 사찰이 수행됨으로써 많은 인력과 시간이 투입되고 있다. 또한 국제원자력기구에서 추진하고 있는 보장조치 강화 방안의 일환으로 현재 건설 중인 월성 2, 3, 4호기에 대해서는 월성 1호기에는 적용되지 않은 추가적인 보장조치 관련 장비의 설치가 고려되고 있다. 이에 따라 우리나라에서는 중수형원자로에 대한 국제 원자력기구의 사찰 기준 및 사찰 내용을 분석, 중수형원자로 보장조치 사찰에 대한 개선점을 도출하고, 후속기에 대해서 보다 효율적이고 효과적인 보장조치 방안을 적용토록 하여야 할 것이다.

• Proceedings of the Korea Water Resources Association Conference
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• 2017.05a
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• pp.369-369
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• 2017

농업용저수지는 이수 목적으로 비홍수기 농업용수 공급을 위한 용수 확보를 주요 목적으로 하고 있다. 한편, 농업용저수지가 홍수조절능력 또한 지니고 있음이 다수의 연구를 통해 제기되고 있으며, 이에 치수 목적으로 홍수기 홍수피해 저감을 위한 치수 대책 또한 수립할 필요가 있다. 현재 우리나라 농업용저수지의 홍수기 운영은 제한수위 방식을 기준으로 하되 필요에 따라 예비방류를 허용하는 조합 형태를 취하고 있다. 이러한 운영 방식은 홍수기 이후 상시만수위로 복귀하지 못하면 해당 년도 잔여 비홍수기 혹은 다음 년도 영농 시작 시기의 농업용수 공급에 차질이 생길 수 있다는 문제점이 있다. 따라서 홍수기 농업용저수지의 운영은 홍수조절과 함께 상시만수 위로의 복귀를 동시에 고려하여 이루어질 필요가 있다. 가변 홍수기 제한수위 (Variable Restricted Water Level, VRWL) 방식은 홍수 발생빈도와 규모를 고려하여 단위기간별 (일별 혹은 순별) 제한수위를 차등 부여하는 방식으로, 한정된 저수공간의 효율적 재할당에 따라 이수와 치수의 효율을 증대시키는 방안이 될 수 있다. 따라서 본 연구에서는 농업용저수지를 대상으로 저수지 유입량 빈도해석을 수행하고 순별 가변 홍수기 제한수위를 산정한 후 가변 홍수기 제한수위 적용에 따른 홍수조절효과를 평가하고자 한다. 연구대상지는 전국 110개 둑높이기 농업용저수지 중 가능최대홍수량 대상저수지 (유역면적 2,500 ha 이상, 총 저수량 500만 톤 이상) 12개소로 선정하였고, 저수지별 기상자료와 지형자료를 구축하였다. 저수지 유입량 모의를 위하여 장기유출량 산정 모형인 TANK를 이용하였으며, 구축된 저수지 유입량 자료를 토대로 순별 유입량 빈도해석을 수행하고 홍수기 저수지 유입량의 이론적 확률분포형을 선정하였다. 선정된 확률분포형을 토대로 초과확률 10%에 따른 순별 저수지 수위로서 가변 홍수기 제한수위를 산정하였다. 산정된 가변홍수기 제한수위 적용 효과를 분석하기 위하여 홍수조절용량을 산정하였고, 유역비 홍수량을 지표로 하여 홍수조절능력을 평가하였다. 향후 본 연구의 결과는 둑높이기 농업용저수지의 홍수기 제한수위 설정 및 관리, 운영 지침 개선에 있어 기초자료로 활용할 수 있을 것으로 사료된다.