In order to monitor the contamination of groundwater due to unplanned release of radioactive materials and the spread to off-site environments, the nuclear power plants (NPPs) conduct groundwater monitoring program (GWMP) in Korea. The GWMP should be established based on the groundwater flow model reflecting the conceptual site model (CSM) of the NPP’s site. In this study, in order to optimize the GWMP, the existing CSM and the groundwater flow model of the domestic NPPs site was updated by reflecting the latest groundwater level. As part of the CSM improvement, the hydrogeological units were subdivided more detailed from three to six through the review of hydrogeological characteristics of the NPPs site. In addition, major variables that affect groundwater flow, such as water conductivity, have been updated. The groundwater flow model was revised overall as the CSM was improved. In particular, the excavation depth of the structure and backfill area generated during the construction stage of the NPP structures was accurately reflected, and the drainage boundary conditions were realistically reflected. To verify the revised groundwater flow model, steady-state correction was performed using the groundwater level measured in April, 2021. As a results of the steady-state correction, the standard error of estimate, root mean square (RMS), normalized RMS, and the correlation coefficient were 0.32 m, 1.692 m, 5.608%, and 0.964, respectively. This means that the groundwater flow model is reasonably constructed. The CSM and groundwater flow model improved in this study will be used to optimize the monitoring location of groundwater in NPPs.

When domestic sewage and rainwater runoff are discharged into a single sewer pipe, it is called a “combined sewer system.” The sewage design standards in Korea specify the flow velocity based only on the volume of rainfall; therefore, sedimentation occurs on non-rainy days owing to the reduced flow rate and velocity. This sedimentation reduces the discharge capacity, causes unpleasant odors, and exacerbates the problem of combined sewer overflow concentration. To address this problem, the amount of sewage on non-rainy days, not just the volume of rainfall, should also be considered. There are various theories on sedimentation in sewer movement. This study introduces a self-cleansing velocity based on tractive force theory. By applying a self-cleansing velocity equivalent to the critical shear stress of a sand particle, sedimentation can be reduced on non-rainy days. The amount of sewage changes according to the water use pattern of citizens. The design hourly maximum wastewater flow was considered as a representative value, and the velocity of this flow should be more than the self-cleansing velocity. This design method requires a steeper gradient than existing design criteria. Therefore, the existing sewer pipelines need to be improved and repaired accordingly. In this study, five types of improvement and repair methods that can maximize the use of existing pipelines and minimize the depth of excavation are proposed. The key technologies utilized are trenchless sewer rehabilitation and complex cross-section pipes. Trenchless sewer rehabilitation is a popular sewage repair method. However, it is complex because the cross-section pipes do not have a universal design and require continuous research and development. In an old metropolis with a combined sewer system, it is difficult to carry out excavation work; hence, the methods presented in this study may be useful in the future.

In this study, the flow characteristics at the front and the rear side of the diffuser installed in the AHU for Offshore HVAC system were studied. Set up the rectangular prism of which height is H at diffuser inlet duct, the flow control methods were considered using PIV and CFD numerical analysis. Average flow velocity was increased by 37% and the degree of flow uniformity was 96.7% at x/H =1.5.

In this study, the ventilation of duct is simulated by CFD and thermal changes on the seat surface are measured experimentally. These models are the improved duct and the existing one installed at the real seat in order to test the thermal change 1 minute later. The seat with the existing duct has the temperatures of 26℃ and 25℃ on lumber and femoral parts respectively. However, the seat with the improved duct has the temperature of 1℃ lower than the seat with the existing duct. This result contributes to develop the improved duct. Hereafter, the methods used in this study are expected to be useful at checking the flow resistance loss of the ventilation seat duct and assessing the flow channel design

In this study, a rapid immuno-chromatographic assay was developed to detect Salmonella Typhimurium. This assay was based on the lateral flow immunoassay. Two different anti-Salmonella polyclonal antibody (Pab) are used in this strip assay for the double antibody sandwich immunoassay method. The strip sensor was composed of sample pad, conjugation pad, membrane, and absorbent pad. For the optimal conjugation between nano-gold and anti-Salmonella Pab, the pH value of colloidal gold solution was determined to 8.4. To prevent non-specific binding between nano gold and anti-Salmonella Pab, sample pad and membrane was treated with PBS buffer, included 2% BSA and 10% sucrose. The control and detection zones were visually detected according to antigen-antibody binding. The detection limit of the developed strip assay was 105 CFU/mL within 10 min, and improved until 104 CFU/mL after 12 hr.

실리카 콜로이드 용액의 한외여과에서 중력 방향에 대한 막모듈의 위치(경사각) 변화에 따라 발생되는 자연대류 불안정 흐름이 막오염 형성 감소에 미치는 효과를 규명하였다. 막표면에 케이크 층을 형성함으로써 막투과 플럭스의 감소를 발생시키는 실리카 입자(평균 크기 = 7, 12, 22, 50 및 78 nm)가 함유된 5가지 종류의 콜로이드 용액을 사용하여 중력 방향에 대한 막모듈의 위치(경사각 = 0~180℃)에 따른 막투과 플럭스 변화를 교반이 없는 회분식(dead-end) 한외여과 실험을 통해 측정하였다. 자연대류 불안정 흐름 발생이 막성능에 미치는 효과는 플럭스 향상도(Ei)로서 평가하였다. 상대적으로 크기가 작은 실리카 입자(7, 12 및 22 nm)가 함유된 콜로이드 용액의 한외여과에서는 막모듈의 경사각이 커짐에 따라 자연 대류 불안정 흐름 발생의 강도가 증가하였으며, 동일한 경사각에서 실리카 입자의 크기가 작을수록 자연대류 불안정 흐름의 발생 정도가 더 크게 나타났다. 자연대류 불안정 흐름의 발생은 막표면에 형성된 실리카 케이크층의 벌크 용액으로의 역이동(back transport)을 유발시킴으로써 플럭스 향상의 막성능 개선 효과를 나타내었다. 그러나 상대적으로 크기가 큰 실리카 입자(50 및 78 nm)가 함유된 콜로이드 용액의 한외여과에서는 자연대류 불안정 흐름 발생이 나타나지 않았다. 이 결과로부터 실리카 입자의 크기가 자연대류 불안정 흐름의 발생 강도에 영향을 미치고 있음을 알 수 있었다.

This fundamental studies on for the productivity improvement and laborsaving of purse seine fishery. Given the difficulty posed from the distortion of net shape caused by the external forces, such as tide, at the time of shooting and pursing, we set the 4 steps of 0, 2, 4 and 6cm/sec in flow velocity in the flume tank for the experiment in order to examine those characteristics. We used two model seines designed on the scale of 1 to 180 based on the power block seine, which is the mackerel purse seine generally used in the near sea of Jeju Island and triplex seine, which is the mackerel purse seine of one boat system fishing expected in the future, for the experiment, and interpreted the characteristics of several motion in water, such as the shape of seine, the change in tension and area during pursing and its the analysis results are as follows. Though the experiment could be conducted up to 6cm/sec of flow velocity that was defined, the experiment could not go on because of the severe distortion in the seine at the flow velocity in excess of 6cm/sec. As for the depth of leadline and reduction rate of side area of seine when the pursing is connected, P seine turned out to be slightly higher than T seine, and the hauling speed and reduction rate of upper area of seine were found similar to each other. The correlation between the hauling time (Ht) and depth of lead line (Dhp, Dht) of P seine and T seine can be expressed by the equation, that is, Dhp=(0.99Pt-7.63)Pt+69.01, Dht=(1.03Pt-7.73)Pt+66.74. The correlation between the hauling time and hauling velocity (Hpp, Hpt) can be expressed by the equation, that is, Hpp=-0.06Ht2+0.88Ht+0.78, Hpt=-0.05Ht2+0.81Ht+0.98 here, Pt is pursing time. And the correlation between the pursing time and the reduction rate of side area (sArp, sArt) can be expressed by the equation, that is, sArp=-0.48Pt2+14.79Pt-16.74, sArt=-0.45Pt2+14.56Pt-16.48. The reduction rate of upper area of seine (tArp, tArt) can be expressed by the equation, that is, tArp=0.34Pt2-0.66Pt-0.74, tArt=0.34Pt2-0.27Pt-1.80. In addition, the correlation between the pursing time and tension of purse line (Tep, Tet) can be expressed by the equation, that is, Tep=2.79Pt2+2.26Pt-0.60, Tet=2.14Pt2+8.08Pt-27.50.

It is the basic studies for productivity improvement and laborsaving of purse seine fishery. Because the seine shape is apt to be transformed in seine shooting process due to the effect of tide, this study is intended to establish 4 steps, whose flow velocity are 0, 2, 4 and 6cm/sec, in flume tank and perform the experiment to review the character. We used two model seines designed on the scale of 1 to 180 based on the power block seine, which is the mackerel purse seine generally used in the near sea of Jeju Island and triplex seine, which is the mackerel purse seine of one boat system fishing expected in the future, for the experiment, analyzed of the sinking movements on the two seines and its results are as follows. In the setting over the flow velocity 6cm/sec, experiment was impossible because of flying and transformation of seine were severe. The sinking movements of P seine and T seine generally showed linear phenomenon and the sinking speed showed gentle curve shape. Sinking tendency was distinguished by existence of flow velocity. When there is flow velocity, it showed the phenomenon that it sinking by similar type. Although sinking depth and sinking speed did not show distinguished classification, P seine shows bigger than T seine. When there was in flow velocity, the elapsed time(Et) and sinking depth (PDp, TDp) of P seine and T seine can be shown such experimental equations as PDp=(0.21V+4.96)Et-(0.62V-0.10) and TDp=(0.19V+4.95)Et-(0.72V+0.34). When there was in flow velocity, the elapsed time and siking speed (PSp, TSp) of P seine and T seine can be shown such experimental equations as PSp=-0.11Et2+1.42Et+1.75 and TSp=-0.11Et2+1.41Et+1.37.

Numerous studies have suggested that the traditional project management tools do not adequately support the coordination efforts required to successfully deliver projects. because they were not developed to control uncertainty which is one of the characteristic of construction project. In traditional construction process control, supervisor usually measures the quantity of production for the project schedule. Flow production has suggested that better productivity, like that labor and cost performance can be achieved by reducing work flows variability. This research has suggested that 1) the circular concept of productivity with work flows variation. 2) the indicators that quantitatively measure work flows variation using productivity data which is obtained from the document of construction field. 3) measurement of productivity-based work flows variation for analyzing correlation with variation of productivity and verifies.

본 연구는 실제 정치망 어장에서의 조류에 따른 어구 형상 변형을 추정하고, 그 변형을 최소화시키며 어구의 기본 기능을 유지시키는데 필요한 수중 현상과 어구 내부용적을 적절하게 유지할 수 있는 설계의 기본 자료를 얻기 위한 목적으로 회류 수조에서 모형실험을 실시하였으며, 흐름에 따른 대뜸의 멍줄에 작용하는 장력, 정치망 내의 유속변화와 그물형상의 변화를 측정하였다. 1. 유속이 0.0m/s에서 0.6m/s로 증가 할 때에 유속 (v)에 따른 장력(R)의 실험식은 운동장 조상의 경우 R=19.58v1.98(r2=0.98) 원통 조상인 경우, R=26.90v1.72(r2=0.95)이었다. 2. 유속변화는 흐름이 망내부를 통과함에 따라 감소하여 운동장이 조상인 경우, 제1원통내부에서 0.1m/s일 때 약 70%, 0.2m/s일 때 60%, 0.3m/s일 때 약 50%, 0.4~0.6m/s에서는 약 40%정도로 초기유속에 비해 감소하였다. 원통이 조상측일 경우, 제2원통을 통과한 흐름은 초기 유속의 약 30~60%로 급격히 감소하였고, 제1원통에서는 약 20~30% 비탈그물에서는 약 10~20%정도 감소하였고, 운동장내에서 다시 유속이 증가하였다. 3. 운동장이 흐름의 조상측인 경우, 운동장그물의 기울기 변화량은 0~70˚까지, 비탈그물은 0~63˚까지 변화하였고, 조하측인 제2원통은 0~47˚까지 변화하였다. 유속이 증가함에 따른 까래그물의 깊이 변화는 초기 깊이에 보다 제1원통과 제2원통이 약 0~45%정도, 비탈그물이 약 0~37% 정도로 감소하였다. 4. 원통이 흐름의 조상측인 경우, 제2원통의 기울기 변화량은 약 0~70˚까지, 비탈그물은 약 0~55˚까지, 조하측인 운동장은 0~50˚까지 였다. 까래그물의 깊이 변화는 초기 깊이와 비교해서 제1원통은 약 0~35%, 제2원통은 약 0~20%, 비탈그물은 약 0~35%까지 감소하였으며, 유속이 0.5m/s이상에서 비탈그물이 원통 입구까지 부상하여, 원통 입구를 90%이상 막았다. 5. 어구의 변형을 최소화하고 전개용적을 증가시키기 위해서는 입구 및 운동장 부분에서는 힘출의 저조시 수심 위치에 중량추를 부착하고, 운동장 바깥쪽과 제1원통의 섶장과 까래그물 제2원통의 바깥쪽, 비탈그물의 까래에 부가 중량추를 부착하는 것이 필요할 것으로 판단된다.

The purpose of this study is to analysis the materials flow of steel cans from producing to discarding, finding problems in materials flow diagram in performance recycling of steel cans, and improvement ways for relevant systems and policies. Through supply various statics in KECO, it was found that the amount of steel calculated in Korea is 80,555 thousand tons. This amounts is reused from steel scrap of 35,143 thousand tons. After that producing steel was manufactured to steel plate, and manufactured steel plate produced steel cans of 273 thousand tons. The steel cans of 103.2 thousand tons was released in Korea. The 89.5 thousand tons of wastes for recycling was 86.8% for total of 103.2 thousand tons for recycling. The amount of recycling was assumed that there is no loss in collection, sorting and packing stage. According to such studies, a materials flow diagram was drafted and the problems in recycling for each stage were reviewed. In consequence plan to improve consist of materials and structure in cans in production stage, plans to restrict inclusion of foreign particles in discardment and selection section, plan to provide different support in funding and granting quality ratings in the sorting and compression section was suggested.

The purpose of this study is to identify the materials flow of aluminum cans from its production, manufacturing, distribution, consumption to its discarding, while finding problems in the materials flow diagram in carrying out recycling, and to present improvement measures for relevant systems and policies. Through various statistics, it was found that the actual amount of aluminum ingots distributed in Korea is 1,808,597 tons. From this 381,802 tons of aluminum plates were used for domestic uses, 75,070 tons were used to produce cans, and it was found that 50,073 tons of can products were produced and distributed in Korea. The 50,073 tons of wastes for separate collection was 96% and recycling was 76% for a total of 38,297 tons for recycling. Upon examining the recycling path, it was found that can-to-can was 35% equivalent to 13,403 tons, while 14,100 tons were melted for alloys and 10,794 tons were used as deoxidizing agents for blast furnaces. According to such studies, a materials flow diagram was drafted and the problems in recycling for each stage were reviewed. In result, plans to improve packaging materials and structures in the production stage, plans to restrict inclusion of foreign particles in the discard and selection stage, plans to provide different support in funding and granting quality ratings in the sorting and compression stages, and plans to apply as recycling designated business systems for high-value recycling in the resourcing stage were proposed.

최근 기후가 급변함에 따라 집중호우, 돌발홍수 등 기상이변이 급증하고 있으며, 도심지역 개발에 따른 불투수면적 증가로 첨두유량이 증가하여 집중호우로 인한 침수피해가 잦아지며 그 피해도 커지고 있다. 집중호우시 배수펌프장 운영에 있어 유수와 함께 떠내려 오는 각종 혼합물을 신속히 제거할 수 있어야 하며, 이를 위해 스크린과 제진기 설비를 설치하여야 한다. 하지만 다종의 유송잡물은 평시 둑이나 도로에 산재되어 있다가 비가 올 경우 일시에 하천 및 수로 등으로 유입되며, 배수장으로 이동할 경우 제진기의 작동을 곤란하게 할 수 있다. 따라서 본 연구에서는 이러한 펌프장 유입수로에 설치되는 제진기의 협잡물 퇴적에 따른 댐현상 및 목메임 현상으로 인해 스크린의 내구성 감소와 배수효율 저감되어 유량의 흐름이 줄어드는 것을 개선하기위한 제진기의 구조개선을 검토하였다.

This study aims at estimating the in-and-out traffic volume and improving the main channel in Kwangyang Harbour, by utilizing measurement of congestion, i.e, the bumper model. In 2011, the traffic volume of the main channel is 11.96 ships per hour and its traffic density is evaluated 9.53% of the basic traffic capacity. Therefore the existing width of the main channel, 850m is safe enough but the channel requires the traffic separation scheme as suggested in order to secure the safe of the transit vessel.