• Title/Summary/Keyword: CAP System

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A Study on the Method of Implementation Assessment for Total Maximum Daily Load Management (수질오염총량관리를 위한 효율적 이행평가방안 연구)

  • Park, Jun-Dae;Park, Ju-Hyun;Rhew, Doug-Hee;Jeong, Dong-Hwan
    • Journal of Environmental Impact Assessment
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    • v.17 no.2
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    • pp.125-132
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    • 2008
  • It is desirable that implementation assessment (IA) should be carried out efficiently in order to make successful progress of Total Maximum Daily Load (TMDL) in watershed management. There are many difficulties in the process of the implementation assessment because of the early stage in the application of TMDL in Korea. This study reviewed the present status of IA and proposed the methodology of its improvement such as flexible application of TMDL ledger, and standardization of assessment index and criteria. The deficient time for assessment period could be corrected by the consideration of the post-procedure after the submission of IA report.

Estimation of Nonpoint Discharge Coefficient for the Management of Total Maximum Daily Load - Rainfall Discharge Ratio on the Specific Design Flow (수질오염총량관리를 위한 비점배출계수 산정 - 특정 기준유량 시기의 강우배출비)

  • Park, Jundae;Park, Juhyun;Rhew, Doughee;Jeong, Dongil
    • Journal of Korean Society on Water Environment
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    • v.24 no.4
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    • pp.452-457
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    • 2008
  • Nonpoint source (NPS) pollution is caused by rainfall moving over and through the ground. As the runoff moves, it picks up and carries away various pollutants from NPS. The discharge pattern of NPS pollutant loads is affected by the distribution of the rainfall during the year. This study analysed relationship between the rainfall event and the stream flow rate, and estimated the rainfall discharge ratio on the specific design flow which can be used as nonpoint discharge coefficient for the estimation of NPS pollution load. It is considered that nonpoint discharge coefficient can be effectively used for the calculation of NPS pollution load at the time of water quality modelling for the management of Total maximum daily load (TMDL).

Development of Prediction Techniques of Water Pollution Sources for the Management of Total Maximum Daily Load - Population Prediction of Pollution Sources from Human Living - (수질오염총량관리를 위한 오염원 예측기법 개발 - 생활계 오염원 인구 예측 -)

  • Park, Jundae;Park, Juhyun;Lee, Suwoong;Jeong, Donghwan;Rhew, Doughee
    • Journal of Korean Society on Water Environment
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    • v.23 no.4
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    • pp.561-567
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    • 2007
  • It is necessary to predict future water pollution sources in the establishment of Total Maximum Daily Load (TMDL) plan for watershed management. There are some difficulties and limits in estimating the pollution sources accurately since the prediction method is not firmly established. This study reviewed the existing methods of prediction and developed a technique characteristics. The characteristics were obtained by analyzing the change pattern of pollution sources by region and incorporated in the technique. A distinctive feature of the technique is to eliminate the influences of land use change included in the pollution source data of a region. The technique has been applied and tested. The test result showed the improvement on the prediction accuracy. A computer program was also developed for the easy application of the technique.

Performance assessment of precast concrete pier cap system

  • Kim, T.H.;Kim, Y.J.;Shin, H.M.
    • Computers and Concrete
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    • v.13 no.4
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    • pp.501-516
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    • 2014
  • The purpose of this study was to investigate the performance of precast concrete pier cap system. The proposed precast pier cap provides an alternative to current cast-in-place systems, particularly for projects in which a reduced construction time is desired. Five large-scale pier cap specimens were constructed and tested under quasistatic monotonic loading. The computer program, RCAHEST (Reinforced Concrete Analysis in Higher Evaluation System Technology) was used for the analysis of reinforced concrete structures. A bonded tendon element is used based on the finite element method, and can represent the interaction between the tendon and concrete of a prestressed concrete member. A joint element is used in order to predict the inelastic behaviors of segmental joints with a shear key. This study documents the testing of the precast concrete pier cap system under monotonic loading and presents conclusions and design recommendations based on the experimental and analytical findings. Additional full-scale experimental research is needed to refine and confirm design details, especially for actual detailing employed in the field.

How does the CAP System Influence the Structure of Gambling Industry in Korea (사행산업 매출총량제가 사행산업 구조에 미친 영향 분석)

  • Choi, Seong-Rak;Park, Jun-Hwi
    • The Journal of the Korea Contents Association
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    • v.18 no.5
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    • pp.34-45
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    • 2018
  • In Korea, there are a lot of regulation on gambling industry. Among them, the most unique regulation is the CAP system. The purpose of CAP system is to minimize the social side effects of gambling industry. For that, National Gambling Control Commission controls the maximum number of business premises of gambling companies. The CAP system is a means of preventing excessive expansion of the gambling industry. The CAP system has lasted since 2009. This study investigate how the CAP system influence the structure of gambling industry. In result, after the CAP system carried out, the growth rates of gambling industry are similar to those of national GDP. And before the CAP system, the HHI index and CR index were decreasing trend. However, after the CAP system, the HHI index and CR index were not decreasing. That means the structure of gambling industry has been stable and settled. And there were few variation among the gambling companies in sales. In conclution, the CAP system influenced the gambling industry to be stable. There were few competition among the gambling companies in Korea. And the structure of gambling industry has been settled.

Effect of Capsaicin on L-Ascorbic Acid Level in Various Tissues and Its Urinary Excretion in Rats

  • Yu, Rina;Kurata, Tadao
    • Preventive Nutrition and Food Science
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    • v.1 no.1
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    • pp.69-74
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    • 1996
  • Capsaicin(CAP) is a pungent ingredient of hot pepper that has been used as a spicy food additive, pre-servative, and medicine. In this study, the effect of CAP on L-ascorbic acid(AsA)level in various tissues as well as its urinary excretion. and drug-metabolizing enzyme activity in rats were investigated. Rats fed AsA-deficient diets for 17days were injected intraperitoneally with 1mg of CAP in 0.5ml of ethanol-Tween 80-saline(20 :10 : 70, v/v/v). Control rats received the equal volume of the same solution without CAP. Urine was collected for 3 day after the CAP injection, and after 5 days tissues were removed; their AsA contents were measured by high performance liquid chromatography combined with and electrochemical detector. In addition, hepatic microsomal ethoxyresorfin O-deethylase(EROD) activity as measured. Urinary AsA excretion changed significantly following CAP injection. One and two days after CAP injection, the urinary AsA increased 2-and 3-fold in the CAP injected group, compared to the control, but the contents of adrenal glands and brain were lower than those of the control Dehydroascorbic acid contents in adrenal glands of the CAP injected group were higher than that of the control These results suggested that a single large dose of CAP could temporarily cause the redistribution of AsA in tissues accompanying by its urinary excretion, by affecting probably a biological system including mixed function oxygenase system(MFOS)

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Optimization of Injection Process Conditions For Control of Weldline Positions on Flip Top Cap (Flip Top Cap의 웰드라인 위치조정을 위한 사출성형조건의 최적화)

  • Seo, Keum-Hee;Song, Byeong-Uk;Cho, Ji-Hyun;Seo, Tae-Il;Lee, Jeong-Won;Shin, Jang-Soon
    • Proceedings of the KAIS Fall Conference
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    • 2011.12b
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    • pp.413-416
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    • 2011
  • Flip top cap은 경량성, 가공성, 내식성 우수하여 최근에 생활 용기 뚜껑으로 많이 활용되고 있다. Flip top cap은 사출성형에 의해 제작 되며 사출성형 과정에서 힌지부분에 웰드라인(Weldline)이 형성되어 기계적 강도가 떨어지게 된다. Flip top cap은 생활용기에 사용되며 실제생활에서 많은 작동을 요구하기 때문에 힌지부분의 웰드라인은 제품불량에 큰 원인이 된다. 또한 Flip top cap은 생산성을 높이기 위해 멀티캐비티(Multi-cavity) 사출방식을 선호한다. 멀티캐비티 방식은 높은 사출압력을 요구하기 때문에 사출품의 불량과 사출기에 많은 부하가 예상된다. 본 연구에서는 게이트 위치를 조정함으로써 사출품 힌지부분에서 발생할 수 있는 웰드라인을 품질에 영향이 없는 곳으로 이동시키고 최적의 사출 압력을 찾기 위한 유동해석을 통해 최적의 사출조건을 도출함으로써 Flip top cap의 기계적 품질과 제품생산성 향상을 위한 연구가 수행되었다.

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Assessment of Effluent Limitation for K Leather Industry Wastewater (K피혁폐수 처리시설에 대한 배출허용기준 평가)

  • Yang, Hyung-Jae;Kwon, Oh-Sang;Kim, Jae-Hoon;Lee, Sung-Jong;Jung, Dong-Il;Kim, Sang-Hoon
    • Journal of environmental and Sanitary engineering
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    • v.22 no.2
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    • pp.41-52
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    • 2007
  • K leather industry wastewater treatment plant(advanced treatment process) was selected to evaluate effluent quality and pollutants removal efficiencies. $BOD_5$ concentration of effluent was $3.95mg/{\ell}$ and its removal efficiency was 99.8%. Also, most of other pollutants removal efficiencies were over 90% as well. And 95% reliability of effluent concentration were $106.8mg/{\ell}$ of CODmn, $86mg/{\ell}$ of SS, $72.04mg/{\ell}$ of TN that is greater than the effluent limitation, $0.98mg/{\ell}$ of ABS, $1.8mg/{\ell}$ of n-Hexane, $9.7mg/{\ell}$ of $BOD_5$ and $0.11mg/{\ell}$ of Cr.

Influence of Pile Cap On The Behaviors of End Bearing Pile Groups (말뚝캡이 선단지지 무리말뚝의 지지거동에 미치는 영향)

  • 최영석;이수형;정충기;김명모
    • Proceedings of the Korean Geotechical Society Conference
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    • 2000.11a
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    • pp.245-252
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    • 2000
  • Model tests on free standing pile groups and piled footings with varying a pile spacing in two layered soils are carried out. The influence of pile cap on the behaviors of end bearing pile groups is analyzed by comparing the bearing behavior in piled footings with those in a single pile, a shallow footing(cap alone) and free standing pile groups. From the test results, it is found that the bearing characteristics of cap-soil-pile system are related with load levels and pile spacings. Before yield, the bearing resistance by cap is not fully mobilized, however, as the applied load increases, the bearing resistance of cap approaches to that of cap alone and settlement hardening occurs after yield due to the compaction caused by the contact pressure between cap and soil. By the cap-soil-pile interaction, shaft friction and point resistance of piles considerably increase with dependency of pile spacings. In two layered soil, the increasing effect of dilatancy in dense sandy soil adjacent to pile tips, increases the point resistance of pile.

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