• Title/Summary/Keyword: total load management

Search Result 415, Processing Time 0.032 seconds

Displacement Measuring Lab. Test of Reinforced-Soil Retaining Wall Block using 3D Digital Photogrammetry Image (수치사진영상을 이용한 보강토옹벽블록의 변위계측 실내시험)

  • Han, Jung-Geun;Jeong, Young-Woong;Hong, Ki-Kwon;Cho, Sam-Deok;Kim, Young-Seok;Bae, Sang-Ho
    • Journal of the Korean Geosynthetics Society
    • /
    • v.5 no.3
    • /
    • pp.45-52
    • /
    • 2006
  • The collapsed cases are more and more increasing at the large scaled structures because of increasing of the risk due to natural disasters. The measuring instrument such as inclinometer, total station on reinforced-soil retaining wall has been used that displacement, settlement for stability assessment, maintenance and management of it. But because these has gotten many instability measuring factors for stability analysis of RRW, new system needs to complement disadvantage of existing system. In this study, we considered a application of Visual Monitoring System (VMS) to measure a displacement in face of wall through Lab. test about block assembly of segmental retaining wall during load test.

  • PDF

Establishment of Washing Conditions for Salad to Reduce the Microbial Hazard (샐러드의 미생물학적 위해 감소를 위한 세척 조건 확립)

  • Kim, Jeong-Weon;Kim, Soo-Hee
    • Korean journal of food and cookery science
    • /
    • v.21 no.5
    • /
    • pp.703-708
    • /
    • 2005
  • The purposes of this study were to establish washing conditions for vegetable salad to reduce the microbial hazard by using sodium hypochlorite solution and eventually to implement HACCP for salad processing. By using the salad production line of Shinkeum Co. located in Gwacheon, Gyunggi-do, salad samples were washed under several washing conditions (chlorine dip period, chlorine concentration, rinse time, etc.) to determine the most effective conditions. The original washing line consisted of 3 baths (100 ppm chlorine water dip, water rinse, and water rinse), each with a capacity of 100 L of tap water and 5 kg of salad. First, the salad samples were washed with 100 ppm of sodium hypochlorite solution for various dip times (3, 6, 9, 12 min); however, only a 1 log- or less-reduction in total microbial counts was achieved in all groups and the time of chlorine water dip was not a significant factor in reducing the microbial hazard. When another water bath was added before the chlorine water dip (4-bath washing), a 2 log-reduction in total microbial counts was achieved. This result suggested the importance of pre-dipping salad materials in water before chlorine treatment to reduce the organic load on the surface of the vegetables. Coliforms were not detected at all after washing. As the concentration of chlorine $(50{\sim}150\;ppm)$ and rinse time $(0.5{\sim}2\;min)$ increased, greater microbial reduction was achieved; however, physical damage of the salad was observed. Finally, the optimum washing conditions for salad were determined as 3 min-water dip, 3 min-chlorine (100 ppm) dip, 2 min-rinse, and 2 min-rinse.

Prediction of Water Quality at the Inlet of Saemangeum Bay by using Non-point Sources Runoff Simulation in the Mankyeong River Watershed (만경강 유역의 비점오염물질 유출모의를 통한 새만금 만 유입부의 수질 예측)

  • Ryu, Bum-Soo;Lee, Chae-Young
    • Journal of Korean Society of Water and Wastewater
    • /
    • v.27 no.6
    • /
    • pp.761-770
    • /
    • 2013
  • This study was carried out to forecast the flow rate and water quality at the inlet of the Saemangeum bay in Korea using the SWMM(Storm Water Management Model) and the WASP(Water Analysis Simulation Program), and to analyze the impacts of pollutant loading from non-point source on the water quality of the bay. The calibration and validation of flow rate and water quality were performed using those from two monitoring points in the Mankyeong river administrated by Korean Ministry of Environment as part of the national water quality monitoring network. When the river flow rate was calibrated and validated using the rainfall intensities during 2011-2012, $R^2$ (i.e., coefficient of determination) was ranged from 0.91 to 0.96. For water qualities, it was shown that $R^2$ of BOD(Biochemical Oxygen Demand) was ranged from 0.56 to 0.86, and $R^2$ of T-N(Total Nitrogen) was from 0.64 to 0.75, and $R^2$ of T-P(Total Phosphorus) was from 0.67 to 0.89. The integrated modeling system showed significant advances in the accuracy to estimate the water quality. Finally, further simulations showed that annual average flow of the river running into the bay was estimated to be $1.439{\times}10^9m^3/year$. The discharged load of BOD, T-N, and T-P into the bay were anticipated to be 618.7 ton/year, 331.5 ton/year, and 40.4 ton/year, respectively.

The Dynamic Effect of Promotion of Natural Gas Vehicles on LNG Storage Facilities (천연가스 차량 보급이 LNG 저장설비 소용에 미치는 동태적 영향분석)

  • 김상준;홍정석;박찬국;최기련
    • Journal of Energy Engineering
    • /
    • v.10 no.3
    • /
    • pp.233-242
    • /
    • 2001
  • This paper attempts to analyze the effects of promotion of natural gas vehicles (NGVs) on LNG storage facilities and load patterns, and to verify economic feasibilities of NGVs as a DSM (Demand-Side Management) strategy. For these purpose, we have established an econometric mode. Results from the model indicate that natural gas demand in transportation sector will increase continuously, having a 7.84% share in total natural gas demand in 2014. By this analysis, the increased use of NGVs can result in a decreased requirement on the volume of around 1.3 LNG tanks lower in 2014. Also, it shows that TDRs can be reduced by 0.4 for the city gas and by 0.15 for the total LNG in 2014. As a conclusion, we suggest that the promotion of NGVs may play an efficient role as a DSM strategy, and should be considered as a promising strategy to optimize the investment needs in LNG sector as well as an environmental protection measures. Lastly, we acknowledge that a transportation module in our model is based on a Korean government's NGVs promotion plan, not on a market function.

  • PDF

A Study on the Status of the Visiting Health Care Services at the Public Health Centers in Gangwon Province (강원도 보건소 방문보건사업실태와 업무분석)

  • Ahn, Yang-Heui;Kim, Sung-Sil;Yang, Soon-Ok;Yi, Sung-Eun
    • Journal of Korean Public Health Nursing
    • /
    • v.19 no.2
    • /
    • pp.177-187
    • /
    • 2005
  • The purpose of this study was to 1) identify the current management status of the Visiting Health Care Services (VHCS) and 2) to analyze the workload of the staff in the VHCS located in the Public Health Centers (PHCs) in the urban and rural areas. Method: A descriptive research design and a prospective, time and motion research design were used. A total of 18 PHCs in Gangwon Province participated in this study. A questionnaire and semi-structured observational sheet were utilized. A total of 650 self report records of the work load from the VHCS personnel were collected for a 10 day period at each of the 18 PHCs. A descriptive analysis was then done. Results: The major results were as follows. 1) The VHCS staff (nurses and nurse aids) was being assigned additional work such as maternal health care, chronic disease care, mental health care and health promotion on top of their VHCS duties. 2) The average number of home visits per client during the past year was 5.8. More specifically, the clients in the severe dependent group received an average of 27.1 visits, those clients in the moderate dependent group received 14.0 visits those clients in the slightly dependent group received 5.0 visits and those clients in the self-care group received 1.6 visits. 3) The time required for the work duties of the VHCS staff totaled 488 minutes per day. The percentage of time for home visits was only 17.4%, and this didn't include travel time. Conclusion: The main problems of VHCS were identified as a lack of personnel and a lack of time for the home visits. Strategies that are directed at the construction of a better infrastructure for VHCS are needed.

  • PDF

Study on the selected by management streams for improvement of water quality in dam-reservoir (댐-호소의 수질개선을 위한 관리 하천 선정에 관한 연구)

  • Yonghun Choi;Gwanjae Lee;Sangjoon Bak;Yeonji Jeong;Kyoungjae Lim
    • Proceedings of the Korea Water Resources Association Conference
    • /
    • 2023.05a
    • /
    • pp.265-265
    • /
    • 2023
  • 유역모형을 통해 우심하천을 제시하는 방법은 많은 노력과 시간이 요구되는 경우가 많다. 본 연구에서는 국가배출부하량 자료를 사용하여 간단하게 오염원별/오염물질별 수질 관리가 요구되는 하천을 선정하는 방법을 제시하고, 우심하천을 선정하였다. 적용 유역은 한강 수계에서 가장 복합한 댐 유역인 충주댐 유역으로 결정하였다. 충주댐 유역의 소유역별 배출부하량을 활용해 하천 관점의 배출부하량을 산정하였다. 하천 관점의 배출부하량 (Stream Total Loads, STL로 명명)은 임의의 하천으로 유입되는 모든 소유역의 배출부하량 합계를 면적 합계로 나누어 산정하는 방법이며, 임의의 하천 지점에서 상류의 모든 소유역이 포함된 단위면적당 배출부하를 의미한다. 따라서 댐 유역 말단의 STL은 유역 전체의 단위면적당 배출부하로 표현되며, 유역 전체의 STL보다 높은 소유역이 연결된 하천을 댐 호소 관점에서 볼 때 관리가 필요한 하천이라 할 수 있다. 댐 유역 말단의 STL은 점오염원-BOD 0.617 kg/km2/day, 점오염원-TP 0.038 kg/km2/day, 비점오염원-BOD 2.909 kg/km2/day, 비점오염원-TP 0.237 kg/km2/day로 산정되었다. 점오염원에 대한 BOD 관리하천은 창리천, 장평천, 지장천하류 등 15개 소유역, TP 관리하천은 주천강시점, 창리천, 주천강상류 등 20개 소유역으로 나타났다. 비점오염에 대한 BOD 관리하천은 주천강시점, 장평천, 제천천하류 등 13개 소유역, TP 관리하천은 주천강시점, 장평천, 주천강상류 등 16개 소유역으로 나타났다. 또한 전체 배출부하에 대한 비점오염원의 배출부하비는 BOD 82.5%, TP 86.2%로 점오염원보다 높았다. 따라서 우선 관리 대상 하천은 TP 비점오염원, BOD 비점오염원, TP 점오염원, BOD 점오염원 순으로 계획될 필요가 있다. 향후 유역 모델링을 수행하고, STL 산정 결과와 비교하여 우심 하천 선정에 대한 적합성을 평가할 예정이다.

  • PDF

Network Routing by Traffic Prediction on Time Series Models (시계열 모형의 트래픽 예측에 기반한 네트워크 라우팅)

  • Jung, Sang-Joon;Chung, Youn-Ky;Kim, Chong-Gun
    • Journal of KIISE:Information Networking
    • /
    • v.32 no.4
    • /
    • pp.433-442
    • /
    • 2005
  • An increase In traffic has a large Influence on the performance of a total network. Therefore, traffic management has become an important issue of network management. In this paper, we propose a new routing algorithm that attempts to analyze network conditions using time series prediction models and to propose predictive optimal routing decisions. Traffic congestion is assumed when the predicting result is bigger than the permitted bandwidth. By collecting traffic in real network, the predictable model is obtained when it minimizes statistical errors. In order to predict network traffic based on time series models, we assume that models satisfy a stationary assumption. The stationary assumption can be evaluated by using ACF(Auto Correlation Function) and PACF(Partial Auto Correlation Function). We can obtain the result of these two functions when it satisfies the stationary assumption. We modify routing oaths by predicting traffic in order to avoid traffic congestion through experiments. As a result, Predicting traffic and balancing load by modifying paths allows us to avoid path congestion and increase network performance.

A Study on the Productive Capacity Setting of Women's Jacket (여성 재킷의 생산능력 설정을 위한 연구)

  • Kim, Jin-Sun;Shim, Kyu-Nam;Oh, Soon
    • Fashion & Textile Research Journal
    • /
    • v.13 no.2
    • /
    • pp.269-278
    • /
    • 2011
  • This study aims at setting up productive capacity which can be usefully utilized for work management of apparel manufacturers. So as to achieve this goal, an apparel manufacturing company which has been operated by miniline system in Seoul was selected. Standard time and man-hour were calculated to create the accurate productive capacity by observing and measuring a work flow included cutting, sewing and finishing processes. And the result is as following. The standard time for each process was presented as cutting process 47004.5s, sewing process 671050.5s and finishing process 22426.3s. And 15284.4ms was computed as total procession man-hour per day of the manufacturer which is organized of 16 people. Also, the procession man-hour for each process was revealed as cutting process 396.7ms(2.6%), sewing process 14509.3ms(94.9%) and finishing process 378.5ms(2.5%). +Surplus was found in the productivity for each process included the cutting process(outshell, lining and seam process), the sewing process(preparation and arrangement process) and the finishing process. But, additional man-hour 52436.18ms was required because the productive capacity was calculated as -surplus(-13.9%) in the sewing process(part and assembly process). Therefore, a work schedule was planned based on the previous result. However, loading can be ideal when a capacity and a load become '0'. The object company should find the way to reduce allowance(26.25%) of the sewing process through reconstruction of consciousness and improvement in functions with analyzing works of operators. Also, they need to consider an additional supplement of the personnel.

dMMS: A Novel Distributed Dynamic Mobility Management Scheme for Minimizing Signaling Costs in Proxy Mobile IPv6 Networks (프록시 모바일 IPv6 네트워크에서 시그널링 비용을 최소화하기 위한 분산된 이동성관리 기법)

  • Ko, Hyun-Woo;Jeong, Jong-Pil
    • The Journal of the Institute of Internet, Broadcasting and Communication
    • /
    • v.12 no.4
    • /
    • pp.65-80
    • /
    • 2012
  • Mobile IP is a simple and scalable global mobility solution. However, it may cause excessive signaling traffic and long signaling delay. So MN (Mobile Node) to the home network in order to reduce the number of location update signaling is necessary to reduce the delay. In this paper, the signaling overhead to be distributed evenly on the boundary of the regional network, each MN's dynamic mobility and traffic load is adjusted according to the PMIPv6 (Proxy Mobile IPv6) networks in the proposed dynamic regional mobility management scheme (dMMS). Each user in a distributed network system that offers the least amount of signaling traffic is tailored to the optimized system configuration. Signaling cost function in order to propose a new discrete analytical model is proposed, MN's mobility and packet arrival patterns. Location update and packet delivery costs to calculate the total average, the optimized area to determine the size of the network is proposed. The results of mathematical analysis, the proposed technique dMMS in terms of reducing the cost of the entire signaling were found to be excellent performance.

Determination of First Flush Criteria in Highway Stormwater Runoff using Dynamic EMCs (동적 EMC를 이용한 고속도로 초기우수 처리 기준 산정)

  • Kim, Lee-Hyung;Lee, Eun-Ju;Ko, Seok-Oh;Kim, Sung-Gil;Lee, Byung-Sik;Lee, Joo-Kwang;Kang, Hee-Man
    • Journal of Korean Society on Water Environment
    • /
    • v.22 no.2
    • /
    • pp.294-299
    • /
    • 2006
  • The Ministry of Environment in Korea has introduced Total Pollution Load Management System (TPLMS) in major 4 large rivers to protect the water quality from possible pollutants. In order to successfully achieve the TPLMS, the nonpoint source should be controled by applying the best management practices in highly polluted areas. Of the various nonpoint sources, the highways are stormwater intensive landuses because of its high imperviousness and high pollutant mass emissions. The EMC (Event Mean Concentration) is an important parameter to correctly determine the pollutant mass loadings from nonpoint sources. However, it has wide ranges because of various reasons such as first flush phenomenon, rainfall and watershed characteristics. Even though the EMC is closely related to the first flush phenomenon, the relationship have not proven until present. Therefore, in this paper, the dynamic EMC method will be introduced to clearly make the relationship between EMC and first flush phenomenon. Also by applying the dynamic EMC method to monitored data, we found that the highly concentrated stormwater runoff was washed off within 20~50 minutes storm duration. The first flush criteria for economical treatment was also determined to 5~10 mm (mean=7.4 mm) as a cumulative rainfall.