• Journal of Biosystems Engineering
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• v.19 no.3
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• pp.194-210
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• 1994

미곡종합처리장(米穀綜合處理場)의 곡물 건조 및 저장시설의 적정 설계를 위해서 시뮬레이션 모델링이 요구되었다. 이에 곡물 건조 및 저장시설인 곡물 사일로 시스템을 설계하기 위해서 SLAMSYSTEM을 이용한 시뮬레이션 모델을 개발(開發)하였다. 곡물 사일로 시스템은 반입(搬入)장치, 조선(粗選)장치, 계량(計量)장치, 건조용(乾燥用) 사일로, 저장용(貯藏用) 사일로 그리고 이송장치들로 구성되었으며 이들 장치와 시스템의 공정들이 네트웍(network)과 프로세스(process) 중심의 시뮬레이션 모델로 표현(表現)되어 분석(分析)되었다. 이 시뮬레이션 모델로 1) 각 공정에서의 원료 처리시간 및 대기시간 그리고 병목현상, 2) 각 기계 및 장치들의 활용도(活用度) 및 이용상태(利用狀態), 3) 물벼의 처리용량 및 건조조건에 따른 건조시간과 건조에 소요되는 에너지 그리고 건조중 발생되는 열손실(熱損失), 4) 반입에서부터 저장에 도달할 때까지의 총 처리시간 및 처리량 등을 분석하였다. 이러한 시뮬레이션 결과 자료를 기초로 하여 각 기계 및 장치의 종류(種類)와 용량(容量) 및 크기를 결정하여 곡물 사일로 시스템을 설계(設計)하였다. 그리고 시뮬레이션에 의해 설계된 사일로 시스템이 실제로 전북 남원에 설치(設置)되었다.

• Korean Journal of Hazardous Materials
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• v.6 no.2
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• pp.39-46
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• 2018

최근 전자제품 생산업체에서 EPS를 직접생산하게 되면서 EPS 공정이 증가하고 있다. EPS에는 펜탄이 포함되어 있으며, 펜탄은 하이브리드 혼합물로 구분할 수 있어 높은 화재폭발의 위험성을 가지고 있다. 각 공정별 펜탄의 누출률은 발포기, 사일로실, 저장실 순이나 발포기의 경우 일반적으로 밀폐되어 있으므로 사일로 실이 가장 화재폭발 위험성이 높다고 판단하였다. 사일로실의 누출률 중 70%는 사일로 상단을 통해 누출되며, 사일로 상단을 통해 누출되는 펜탄의 거동을 분석하여 사일로실 위험성 완화대책을 수립하였다. 1. 폭발위험구역 2종으로 관리, 2. 사일로상단 50cm이내 환기설비 설치 또는 Push-Pull 구조의 환기설비설치, 3. 사일로 하단 1.4m이내에 가스감지기 설치, 4. 60%이상의 습도유지

• Journal of the Computational Structural Engineering Institute of Korea
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• v.34 no.5
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• pp.339-345
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• 2021

Finite element analysis of the silo type underground opening for low- and intermediate-level radioactive waste (LILW) disposal facilities in Korea is presented in this study. The silo wall is circular and the roof is made up of domes. The silo wall is 25 meters in diameter, 35 meters in height, and the dome is 30 meters in diameter and 17.4 meters in height, and it is located at -80 meters to -130 meters at sea level. Although six silos have been constructed in the first stage and are in operation, only one silo was considered in this study. The two-dimensional axial symmetric finite element model, as well as the three-dimensional finite element model were made using the computer program SMAP-3D. Generalized Hoek and Brown Model was used for the numerical analyses. The finite element analysis of the silo type underground opening was carried out under various lateral pressure coefficients (defined as ratio of average horizontal to vertical in-situ stress), and the numerical results of these analyses were examined.

• Explosives and Blasting
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• v.26 no.2
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• pp.52-63
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• 2008

Recently the demand of demolition for the unnecessary cylindrical silo structure is increasing due to deterioration and unsatisfactory functional conditions and the issue of demolition is becoming a major highlight. This case study introduced the explosive demolition of the cylindrical silo structure by felling method. The results of explosive demolition conducted on cylindrical silo structure using the felling method show, A silo had collapsed precisely according to estimated direction but in case of B silo there was a minor difference. The lower colunms and ring girder support was designed to the hinge line but in reality the lower colunms of the silo did not do its structural support role and only the ring girder support did its role successfully. As for the impact vibration, most of the measurements were within the estimated range.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.35 no.3
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• pp.183-190
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• 2022

The construction of an underground silo structure was the first stage of erecting the Gyeongju low-and-intermediate-level radioactive waste disposal facility. The facility, completed in 2014, has a scale of 100 000 drums and is currently in operation. The underground silo structure, 25 and 50 m in diameter and height, respectively, consists of cylindrical (for storing waste packages) and dome parts. The dome is divided into lower (connected to the operation tunnel) and upper parts. The wall of the underground silo structure is an approximately 1-m-thick reinforced concrete liner. In this study, finite element analysis was performed for each phase of the construction sequence and operation of the underground silo structure. Two-dimensional axial symmetric finite element analysis was implemented using the SMAP-3D program. Three-dimensional finite element analysis was also performed to examine the reliability of the two-dimensional axial symmetric finite element model. The structural behavior of the underground silo structure was predicted, and its structural safety was examined.

• Explosives and Blasting
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• v.27 no.2
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• pp.12-18
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• 2009

Recently, several cases of destruction of old cylindrical silos by explosive demolition method have been reported. This study deals with the subject concerning the pre-weakening of a cylindrical concrete silo for the application of overturning explosive demolition method. In the past, the pre-weakening operation of structure in explosive demolition has been done by use of some empirical methods. These empirical approaches, however, have possibilities of unexpected accidents. In order to provide a guideline for the pre-weakening of cylindrical silos and similar structures, this paper shows the result of a case study, in which the instability of a silo due to pre-weakening is investigated by a numerical structural analysis before actually conducting pre-weakening and demolition operations.

• 한국신재생에너지학회:학술대회논문집
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• 2010.11a
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• pp.157-157
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• 2010

RDF는 장기저장이 가능한 것이 특징 중의 하나이지만, 우리나라보다 앞서 대량저장을 시작한 일본의 RDF 저장 사일로에서 폭발사고가 발생한 사례가 있어, RDF를 실제로 저장하여 RDF 온도 및 가연성가스 발생상황 등을 장기간 감시 측정하여 사일로 안전관리지표를 도출하였다. 실험에 사용한 RDF 저장조는 직경 3.1m, 높이 11.4m의 사일로방식으로 제작하였다. RDF 저장량은 $70m^3$이었으며, 저장기간은 475일이었다. 사일로에는 15개의 열전대를 설치하여 사일로 표면, 직경방향 1.2m 지점 및 기온을 측정하여 수직방향 및 수평방향의 온도변화를 분석하였다. 가스 샘플링포트는 온도측정지점과 동일한 위치 설치하여 진공펌프로 흡인하여 테트라 백에 포집하여 GC로 분석하였으며, 가스샘플링은 17회 실시하였다. 비교적 대형 저장설비이고 RDF가 열전도성이 낮은 물질임에도 불구하고 사일로 내부온도는 기온보다는 높았지만, 기온의 영향을 많이 받아 7월에 정점, 1월에 하점을 나타내는 사인곡선과 같은 패턴을 보였다. 측정지점별 온도차는 수평방향 보다 수직방향에서 높게 나타났으며, RDF층으로 전열 및 축열이 진행되고 생화학반응을 촉진시키는 상승작용의 결과로 월평균온도가 $49^{\circ}C$를 나타내는 지점도 있었다. 실제 사일로는 RDF의 투입과 배출이 연속적으로 진행되어 방열이 이루어지므로 하계에 대량저장을 실시하지 않는 한 RDF층 내부에서 생화학적 반응열이 생성되더라도 $40^{\circ}C$를 상회할 가능성은 매우 희박할 것으로 판단된다. RDF 저장시 발생하는 가스는 대부분 $CO_2$였으며, 미량이지만 $H_2$, CO, $CH_4$도 검출되었다. 가연성 가스는 저장 후 2개월 동안은 발생하지 않았으며, 하계에는 타 계절에 비해 상대적으로 고농도로 검출되었다. 발생가스와 온도 및 $CO_2$와 $H_2$농도의 상관성은 높게 나타나지 않았지만, 정의 상관관계를 나타내었다. 저장한 RDF의 성상(수분, 발열량, 분화물)은 실험개시 전의 RDF분석결과와 실험종료 후 분석결과에서는 큰 차이가 나타나지 않았다. 따라서 RDF의 안전 저장을 위해서는 (1) 반입되는 RDF성상관리, (2) RDF가 2개월 이상 장기간 체류하는 데드스페이스가 발생하지 않고 선입선출이 확보되는 저장조 설계, (3) 사일로 내부에 최소 3개 이상의 지점에서 온도를 측정하여 상시감시하고 $40^{\circ}C$이하로 관리, (4) 발생가스는 CO, $CO_2$, $H_2$, $CH_4$ 등의 가연성가스를 모두 측정 감시하는 것이 바람직하지만, 최소 $CO_2$와 $H_2$는 상시감시하고 각각 1%와 100ppm 미만으로 관리, (5) 배풍기 등을 이용한 상시 환기실시, (6) 하계에는 대량저장이 이루어지지 않도록 저장조 운용계획 수립 등을 실시해야 한다.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.17 no.1
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• pp.389-398
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• 2016

Previous domestic studies on silos have been carried out in many ways in various fields. On the other hand, research on the design and construction of the silo itself have not be conducted actively and an economical approach is rare. The present study provides basic information to determine the scale of the most economical silo, while satisfying the necessary conditions required by construction companies or design firms. The analysis was carried out with various parameters for reinforced concrete structures, including four kinds of storage material (flour, granulated quicklime, sand, and iron ore), five capacity sizes (10,000, 30,000, 50,000, 70,000, 90,000 ton), eight variants of H/D (0.5~4), and three types of concrete compressive strengths (30, 35, 40 MPa). The findings established a general rule in that a silo designed between 1 and 3 H/D with a greater concrete strength (40MPa and over) depending on the type of storage material would be the most cost-effective (more than 50% of quantity and labor savings).

• Journal of Nuclear Fuel Cycle and Waste Technology(JNFCWT)
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• v.12 no.4
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• pp.267-274
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• 2014

The first Low- and Intermediate-Level Waste (LILW) disposal facility with 6 silos has been constructed in granite host rock saturated with groundwater in Korea. A two-dimensional numerical modeling on gas migration was carried out using TOUGH2 with EOS5 module in the disposal facility. Laboratory-scale experiments were also performed to measure the important properties of silo concrete related with gas migration. The gas entry pressure and relative gas permeability of the concrete was determined to be $0.97{\pm}0.15bar$ and $2.44{\times}10^{-17}m^2$, respectively. The results of the numerical modeling showed that hydrogen gas generated from radioactive wastes was dissolved in groundwater and migrated to biosphere as an aqueous phase. Only a small portion of hydrogen appeared as a gas phase after 1,000 years of gas generation. The results strongly suggested that hydrogen gas does not accumulate inside the disposal facility as a gas phase. Therefore, it is expected that there would be no harmful effects on the integrity of the silo concrete due to gas generation.

• Journal of Nuclear Fuel Cycle and Waste Technology(JNFCWT)
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• v.9 no.2
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• pp.99-105
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• 2011

An integrated model for groundwater flow and radionuclide transport analyses is being developed incorporating six underground silos, an excavated damaged zone (EDZ), and fractured host rock. The model considers each silo as an engineered barrier system (EBS) consisting of a waste zone comprising waste packages and disposal container, a buffer zone, and a concrete lining zone. The EDZ is the disturbed zone adjacent to silos and construction & operation tunnels. The heterogeneity of the fractured rock is represented by a heterogeneous flow field, evaluated from discrete fractures in the fractured host rock. Radionuclide migration through the EBS in silos and the fractured host rock is simulated on the established heterogeneous flow field. The current model enables the optimization of silo design and the quantification of the safety margin in terms of radionuclide release.