• 상하수도학회지
• /
• 제26권6호
• /
• pp.735-745
• /
• 2012

Storage method is one of major measures for reduction of CSOs pollutant loads and several projects have been done nationwide. But systematic analysis of intercepting capacity has not been studied to determine optimum size of storage facility. In this research, not only storage volume but also intercepting capacity which means flow capacity from intercepting facility to CSOs storage facility was studied and optimum sizing method for storage facility was proposed. The result shows that pollutants reduction efficiency can be increased significantly by increasing intercepting capacity and it might reduce storage volume and total construction costs. Intercepting capacity for the study area was evaluated and it was shown as equivalent to 83 % probability rainfall intensity.

• 상하수도학회지
• /
• 제19권5호
• /
• pp.557-564
• /
• 2005

The objective of this study is to evaluate a criteria of intercepting capacity and a reduction goal of overflow pollution load in combined sewer system. In the current criteria of intercepting capacity in the domestic sewage facility standard, it is known that three times of peak sewage (Q) in dry period or runoff flow by 2mm/hr is not appropriate since the intercepted flow is estimated by runoff and show different result even in the same watershed. Though a reduction goal of overflow pollution load can be determined from 1) same level of storm-water runoff pollution load in separated storm sewer, 2) less than 5% sewage load in dry weather period, by the domestic sewage facility standard, the simulated results from storm-water model show large differences between two criteria. While it is predicted that sewage pollution load standard three time larger than separated storm sewer standard in high population density and urbanized area, it is shown that separate storm sewer standard larger than sewage pollution load standard in middle population density and developing area. Accordingly, it is proposed that more reasonable intercepting flow and reduction goal of overflows pollution load should be established to minimize discharging pollution load in combined sewer systems. For the purpose, a resonable standard has to be amended by pollution load balance considering the characteristics of a watershed for generation, collection, treatment, and discharging flow.

• 상하수도학회지
• /
• 제19권5호
• /
• pp.547-556
• /
• 2005

The objective of this study is to obtain adequate intercepting flow during wet weather conditions in combined sewer system. Two study sites are selected under considering different population density, one is developed area with heavy urbanization. Another is recently developing area. In the analysis of field investigation, SS was most significant in initial flushing effects compared with other factors and showed the result with the order of COD, TP, TN. As compared with event mean concentration(EMC) of runoff, BOD, TN and TP showed high concentrations in wide area with relatively large population density. It is by the reason that much pollution load was discharged to receiving water from urbanized area during wet period. According to results of storm-water modeling, 53% of total COD and 52% of total SS pollution load were discharged to receiving water by overflow than intercepting capacity in middle population density site. Also, in the urbanized area, pollution load was discharged to receiving water by 49% of total COD and 77% of total SS. These results can be applied to setup for pollution load flow(budget) generation, collection, treatment and discharging in order to obtain adequate intercepting flow.

• 한국방재학회 논문집
• /
• 제4권4호
• /
• pp.21-26
• /
• 2004

우천시 합류식 하수도의 월류수(CSOs)에 의한 오염부하량을 감소하기 위한 대책으로 차집량의 결정은 매우 중요하다. 오염부하량 감소를 위한 대책으로 우수를 전량 차집하여 처리하는 것이 가장 바람직하겠으나, 시설의 규모와 기타 유지 관리면에서 합리적이지 않다. 본 연구에서는 배수구역의 유역형상, 면적, 강우시 차집량 등을 변화시키면서 이로 인해 변화하는 합류식 하수관거의 유랑과 수질 등을 분석하였으며, 계획차집량의 변동에 다른 CSOs의 영향을 파악함과 동시에 합류식과 분류식을 각각 비교해 봄으로서 하천에 방류되는 오염부하량의 정도를 비교해 보았다.

• 한국산학기술학회논문지
• /
• 제9권1호
• /
• pp.129-135
• /
• 2008

하천으로 유입되는 합류식월류수(Combined Sewer Overflows, CSOs)는 하천의 수질 오염에 영향을 끼치게 되며 월류량은 차집관거의 설계용량에 따라서 결정되어진다. 따라서 차집관거의 기준 용량은 강우 유출의 특성 및 수질을 고려하여 합리적으로 결정되어야한다. 그러나 국내의 차집관거 기준 용량은 일괄적으로 시간최대오수량의 3배로 책정되어있으며, 강우-유출의 특성을 고려하지 않은 채 모든 지역에 대하여 균일하게 적용되어왔다. 따라서 본 연구에서는 강우유출 특성을 고려하여 강우 데이터에 대한 통계적 분석을 통하여 차집관거의 기준 용량을 결정하기 위한 기준 강우를 산정하였다. 서울지역의 평균개념의 확률강우량을 통하여 산정된 기준강우의 지속시간은 4hr이며 강우량은 재현기간 1.5년에 해당하는 6.76mm로 산정되었다. 또한 산정된 기준 강우를 적용하여 강우유출 특성 분석은 SWMM을 이용하였으며 이를 통하여 CSOs를 계산하였다.

• 한국환경복원기술학회지
• /
• 제11권6호
• /
• pp.26-37
• /
• 2008

The purpose of the study was to evaluate the effect of pervious pavements on reducing the surface runoff caused by rainfall. The surface runoff from twelve steel experimental beds with different pavement had been recorded every minute from May to September 2008, by the measuring system of tipping buckets(0.1mm/count) and data aquisition systems(National Instrument's Labview and DAQ boards & Autonics PR12-4). The dimension of the experimental bed was $1.5m(W){\times}2.0m(L){\times}0.6m(D)$ and eleven different kinds of vegetational(grass, grass+cubic stone, grass+hole brick), modular(brick, cubic stone, small cubic stone, wood block, interlocking block, clay brick, granular clay brick) and granular(naked soil, gravel) paving materials and concrete were applied for the comparison. Six rain events with depth over 30mm were selected and compared. The maximum depth of the rainfall selected was 137.5mm for 28 hours, and the minimum 30mm for 5 hours. The maximum rainfall per hour was 23mm/hr and the minimum 11.4mm/hr. The major findings were as follows; 1. All pervious pavement applied reduced over 75% of the surface runoff compared with concrete pavement. The grassy and porous pavements were relatively efficient in reducing surface runoff. 2. The grass was the more efficient as intercepting average 69.5mm of initial surface runoff, and maximum 77.8mm at the condition of 13.5mm/hr rainfall. The next was gravel intercepting maximum 65.5mm at the condition of 13.5mm/hr and the 40.9mm at 19.1mm/hr, average 55.7mm. 3. The modular pavements common in urban area were not good in intercepting the runoff except the 'clay granular brick' compared with others. The 'clay granular brick' showed relatively efficient intercepting average 14.1mm, which was the bigger amount than the 'grass+hole brick'. 4. The 'naked soil' were more effective than the 'concrete', 'brick', and 'interlocking block' in reducing the surface runoff, but less efficient than other materials. The capacity of the 'naked soil' to intercept the initial rainfall was similar to the 'brick'. As summary, the more grassy and porous pavement shows more effective in reducing surface runoffs.

• 한국수산과학회지
• /
• 제18권6호
• /
• pp.581-585
• /
• 1985

1981년 8월에서 1982년 5월까지 일본 암수현 대퇴만에서 섶 속살이게, Pinnotheres pholadis에 기생된 진주담치를 정기적으로 채집하고 기생군과 비기생군간의 각장에 대한 육중의 상관관계를 조사하고, 그 성숙도와 영양상태의 차를 조직학적 방법에 의해 구명했다. 섶 속살이게의 기생으로 말미암아 진주담치는 증육에 명백한 장해를 받음이 밝혀졌다. 또한, 생식선의 발달이 늦어질뿐 아니라, 생식세포의 수가 감소됨으로써 전체면적에 대한 생식선의 면적비가 낮아지게 되므로, 기생군의 번식력은 비기생군에 비해 현저하게 약한 것으로 추정된다.

• 상하수도학회지
• /
• 제33권3호
• /
• pp.177-190
• /
• 2019

The purpose of this study was to analyze the effects of sewerage facilities through I/I analysis by rainfall by selecting areas where storm overflow diverging chamber is remained due to the non-maintenance drainage equipment when the sewerage system was reconstructed as a separate sewer system. Research has shown that wet weather flow(WWF) increased from 106.2% to 154.8% compared to dry weather flow(DWF) in intercepting sewers, and that the WWF increased from 122.4% to 257.6% in comparison to DWF in storm overflow diverging chamber. As a result, owing to storm overflow diverging chamber of partially separate sewer system with untreated tributary of sewage treatment plant, rainfall-derived infiltration/inflow(RDII) has been analyzed 2.7 times higher than the areas without storm overflow diverging chamber. Meanwhile, infiltration quantity of this study area was relatively higher than that of other study areas. Therefore, it is necessary to reduce infiltration quantity through sewer pipe maintenance nearby river. Drainage equipment maintenance should be performed not to operate storm overflow diverging chamber in order to handle the appropriate sewage treatment plant capacity for rainfall because it is also expected that RDII due to rain will occur after maintenance. In conclusion, it is necessary to recognize aRDII(allowance of rainfall-derived infiltration/inflow) and to be reflected it on sewage treatment plant capacity because aRDII can occur even after maintenance to the complete separate sewer system.

• 한국작물학회:학술대회논문집
• /
• 한국작물학회 2001년도 추계 학술대회지
• /
• pp.59-71
• /
• 2001

In Korea, It was natural and inevitable to reclaim tidal land for farming due to over-population in small territory. Looking back upon the history of tidal land reclamation in Korea, We can find the first case of it in 13th century KangHwaDo(Island), and also find several records of small scale reclamations of western sea-coast from Korea dynasty to Chosun dynasty. A lot of wide fertile agricultural areas on western sea-coast have been developed through tidal land reclamation for about 1000-year after Korea dynasty. and on these areas, we have produced rice which we live on. An average areas of farming land per capital in korea is only 0.04ha, which is one sixth of global average. For water resources, similarly, capacity of water resources alloted to one person is $11{\%}$ of global average. So, without supplementary water development, we will have suffered from a severe deficiency of water Therefore we must prepare for these predictable short water and food problems. and tidal land reclamation may be suitable alternative to settle these problems. However, tidal land reclamation is a work of closing estuary, intercepting sea water inflow, developing a freshened estuary lake and farming lands etc. therefore it apparently causes a change of ecosystem, water quality and littoral environment. Nowadays, widely recognized the importance of environmental preservation, it is desirable or requested to make phil-environmental and sustainable development minimizing the environmental influence due to tidal land reclamation project. In this paper, the role of tidal land reclamation project in the development process of Korean agriculture was reviewed and the direction of afterwards tidal land reclamation project was suggested.

• 정보보호학회논문지
• /
• 제26권3호
• /
• pp.645-653
• /
• 2016

랜섬웨어는 1999년에 처음 만들어 졌지만 우리나라에서는 2015년부터 그 존재가 많이 알려지기 시작했다. 정보통신기술이 점점 발전하고 컴퓨터의 저장용량이 더욱 커지면서 컴퓨터가 저장하는 정보들이 증가했고 이 정보들을 효율적으로 관리하고 보관하는 것이 중요해졌다. 이런 상황에서 랜섬웨어는 타인의 컴퓨터에 무단으로 침입하고 정보를 담은 파일들을 컴퓨터 사용자의 허락 없이 임의로 암호화하기 때문에 사용자에게 심각한 악영향을 끼친다. 본 논문은 커널에서 특정 프로세스가 파일에 접근하는 것을 모니터링하고, 모니터링 한 정보를 바탕으로 파일에 접근하는 행위가 비정상적으로 일어났는지 탐지한다. 탐지한 결과를 통해서 특정 프로세스의 파일접근권한을 차단한다. 이러한 방법을 통해서 랜섬웨어가 비정상적으로 파일에 접근하고 암호화하는 행위를 차단하는 방법을 제시하고자 한다.