• Title/Summary/Keyword: Protection Zone

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Designation and Management of Water Source Protection Areas for Indirect Intakes

  • Choi, Ji-Yong;Hwang, Dae-Ho
    • Environmental Engineering Research
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    • v.15 no.4
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    • pp.231-237
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    • 2010
  • With increased chemical and economic development activities in upstream areas, the amounts of pollutants released have increased, and as such, so has the need for positive management of water supply source areas. Although more than 90% of the water supply sources in Korea depend on direct intake from surface water, the interest in indirect intake, such as riverbank filtration water, has recently risen, with some local governments currently undertaking indirect intake. Even in cases of indirect intake, water supply source protection zones need to be assigned for the comprehensive control of pollutants. To establish water quality protection zones for indirect intake, the scope of the protection zones needed to reflect the hydrological features of the water-bearing deposits of each site. Water source protection areas were estimated and presented as the 1st (within a 100 m radius from an intake well) and 2nd (within a 2 km radius from an intake well) zones. The 1st zone was more sensitive; hence, the installation of various facilities should be prohibited, and the area should be regarded as off-limits. For the 2nd zone, appropriate management should prohibit and restrict activities already present in the water source protection zone.

Soil Column Experiment to Evaluate Removal of Nutrients in Stormwater Runoff by Soil of Riparian Protection Zone (토양칼럼을 이용한 초기우수 중 염양염류의 수변녹지 토양에서의 제거도 평가)

  • Yoon, Seok-Pyo;Choi, Ji-Yong
    • Journal of Korean Society on Water Environment
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    • v.20 no.3
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    • pp.231-235
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    • 2004
  • To investigate removal effects of nutrients in stormwater runoff by soil of riparian protection zone, soil column experiment was conducted for 20 months. Artificial stormwater runoff containing phosphate and nitrate was applied on the surface of soil column twice a week, and phosphate and nitrate concentrations were measured from the leached water. Soil of riparian protection zone reduced the released amount of infiltrated water to the surrounding water. After infiltration of 1m depth of soil column, average removal rates of phosphate and nitrate were 97.7 % and 74.7 %, respectively. As main mechanisms of phosphate are adsorption to soil particle and utilization by plants, periodical replacement of soil and harvesting of plant at the end of growing season are required. For the removal of nutrients in stormwater runoff by the soil layer, soil of riparian protection zone has higher hydraulic conductivity to infiltrate stormwater. Sandy soil having hydraulic conductivity of about $1{\times}10^{-2}cm/s$ range might be appropriate for this purpose.

The Delineation of Water-Pollutant Buffering Zone for Sustaining Better Drinking Water Quality Using a GIS (GIS를 이용한 상수원 보호를 위한 수변구역 지정에 관한 연구)

  • Kim, Kye-Hyun;Yoon, Ho-Seok;Kwon, Woo-Suk
    • Journal of Environmental Impact Assessment
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    • v.9 no.3
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    • pp.239-248
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    • 2000
  • The aggravating water quality from the expansion of industrialization along with increasing population lead to develop more intensive physical measures to secure better drinking water quality. This study was mainly initiated to establish a water-pollutant buffering zone for the upper stream basin of Paldang--the major source area of drinking water for the metropolitan Seoul and suburban areas with a population more than 13 million. Two different criteria were considered in determining the buffering distance from the edge of the streamflow : 1km-width buffer zone for the special protection area which has been strictly controlled by the conventional laws for the protection of drinking water supply, and 500m-width buffer zone for the rest of the area. To delineate the exact boundaries of the water-pollutant buffering zone, GIS database was created integrating topography, hydrography, cadastral, and other related layers. The newly designated water-pollutant buffering zone would contribute to improve the water quality in a long term along with the conservation of the wet land. More study, however, should be made within the water-pollutant buffering zone such as the detailed survey of the pollutants, vegetation, and ecosystem for more effective management of the buffering zone.

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A Study on the Establishment of a Parking and Stopping Prevention System in Child Protection Zone (어린이 보호구역 주·정차 방지시스템 구축에 관한 연구)

  • Oh, Eun-Yeol
    • Journal of Industrial Convergence
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    • v.20 no.8
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    • pp.69-75
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    • 2022
  • In order to prevent traffic accidents for children who are vulnerable to traffic around elementary schools, a school zone in the children's protection zone is designated, and parking and stopping are prohibited in this area as the vehicle speed is less than 30km/h. However, Korea has a disgrace that the death rate of children from traffic accidents is the No. 1 among OECD countries. Against this backdrop, this study aims to contribute to preventing traffic accidents and raising awareness of driver safety by establishing an illegal parking and stopping system in the child protection zone due to various road conditions in the child protection zone. As a research method, a plan to build a parking and stopping prevention system was presented based on major preceding studies and literature investigation and analysis. Through the construction plan, effects such as preventing traffic accidents, inducing smart drivers to drive safely, strengthening pedestrian safety awareness, and inducing driver's awareness of safety can be expected.

A study on the corrosion fatigue and cathodic protection of the welded zone between high tensile strength steel and general strength steel used for the shipbuilding (조선용 고장력강재와 보통강도강재간의 용접부위의 부식피로와 전기방식에 관한 연구)

  • 전대희;김원녕;이의호
    • Journal of Advanced Marine Engineering and Technology
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    • v.8 no.2
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    • pp.39-50
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    • 1984
  • The plane bending corrosion fatigue test was performed on the welded zone between SM58 steel plate and SM41 steel plate jointed with submerged arc welding in the air and in the natural sea water with various conditions. The main results obtained from the test are summarized as follows: 1) The welded zone of the steel plates has the lowest impact strength and the highest electrode potential, but the hardness was mediate of SM58 base and SM41 base. 2) The cathodic protection of the welded zone was also effective for the plane bending corrosion fatigue, and the optimum protection potential of the welded zone was -1,000 mV SCE. 3) The corrosion fatigue strength under the various stress conditions of the steel plate could be estimated and also the require safety factors on the design could be obtained from the plane bending fatigue limit diagram.

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A Special Protection Scheme Against a Local Low-Voltage Problem and Zone 3 Protection in the KEPCO System

  • Yun, Ki-Seob;Lee, Byong-Jun;Song, Hwa-Chang
    • Journal of Electrical Engineering and Technology
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    • v.2 no.3
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    • pp.294-299
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    • 2007
  • This paper presents a special protection scheme, which was established in the KEPCO (Korea Electric Power Corporation) system, against a critically low voltage profile in a part of the system after a double-circuit tower outage. Without establishing the scheme, the outage triggers the operation of a zone 3 relay and trips the component. This sequence of events possibly leads to a blackout of the local system. The scheme consists of an inter-substation communication network using PITR (Protective Integrated Transmitter and Receiver) for acquisition of the substations' data, and under-voltage load shedding devices. This paper describes the procedure for determining the load shedding in the scheme and the experiences of the implementation.

An Enhanced Zone 3 Algorithm of a Distance Relay using Transient Components and State Diagram (과도성분과 상태도를 이용한 거리 계전기의 향상된 Zone 3 알고리즘)

  • 허정용;김철환
    • The Transactions of the Korean Institute of Electrical Engineers A
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    • v.53 no.3
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    • pp.161-167
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    • 2004
  • Zone 3 of the distance relay is used to provide the remote back-up protection in case of the failure of the primary protection. However, the risk lot mal-operations under stressed conditions such as heavy loading, voltage and transient instability is usually high. Zone 3 is used in combination with the derivatives of the voltage, and current, etc to prevent mal-operations. Sometimes, the impedance characteristics that restrict the tripping area of relay are used to avoid the mal-operations due to load encroachment. This paper presents a novel Zone 3 scheme based on combining the steady-state components (i.e. 60Hz) and the transient components (TCs) using a state diagram that visualizes the sequence of studies that emanate from the sequence of events. The simulation results show that the novel zone 3 distance relay elements using the proposed method operates correctly for the various events.

The Method Effect of Reinforced Concrete by Applying Impressed Current Cathodic Protection (외부전원법을 적용한 철근콘크리트의 방식효과)

  • Lee, Hae-Seung;Cho, Gyu-Hwan;Park, Dong-Cheon
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2013.11a
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    • pp.60-61
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    • 2013
  • For reinforced concrete structures located in a sea environment, the Impressed Current Cathodic Protection (ICCP) is mostly used as a signature method to prevent steel corrosion. For this research, specimens to which the ICCP is applied were manufactured under the assumption of two following cases the specimens are exposed to various salt damage environments (submerged zone, tidal zone), and deteriorative factors (crack) occur in concrete. For the specimens manufactured, an enhancement experiment for deterioration was conducted through regular cycle change under the temperature between 15 ~ 70℃ with 70 ~ 90% humidity. Afterwards, the method effect was verified through a half-cell method and application of the ICCP derived from salt damage environments was investigated.

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Multi-level Protection Infrastructure for Virus Protection (다단계 바이러스 차단 구조 연구)

  • 노시춘;김귀남
    • Proceedings of the Korea Information Assurance Society Conference
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    • 2004.05a
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    • pp.187-198
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    • 2004
  • Virus protection infrastructure management is network infrastructure management, traffic route management, virus protection zone expansion, and virus protection management for gateway area. This research paper provides a diagnosis of characteristics and weaknesses of the structure of existing virus protection infrastructure, and recommends an improved multi-level virus protection infrastructure as a measure for correcting these weaknesses. Unproved virus protection infrastructure fitters unnecessary mail at the gateway stage to reduce the toad on server. As a result, number of transmission accumulation decreases due to the reduction in the CPU load on the Virus wall and increase in virus treatment rate.

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A study on an Infrastructure for Virus Protection (바이러스 차단 인프라 구조에 관한 연구)

  • Noh, Si-Choon;Kim, Su-Hee;J. Kim, Kui-Nam
    • Convergence Security Journal
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    • v.5 no.1
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    • pp.53-62
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    • 2005
  • Virus protection infrastructure managementis network infrastructure management, traffic route management, virus protection zone expansion, and virus protection management for gateway area. This research paper provides a diagnosis of characteristics and weaknesses of the structure of existing virus protection infrastructure, and recommends an improved multi-level virus protection infrastructure as a measure for correcting these weaknesses. Improved virus protection infrastructure filters unnecessary mail at the gateway stage to reduce the load on server. As a result, numberof transmission accumulation decreases due to the reduction in the CPU load on the Virus wall and increase in virus treatment rate.

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