• Proceedings of the Korea Water Resources Association Conference
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• 2009.05a
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• pp.319-323
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• 2009

최근 대체수자원 개발, 도시 비점오염과 물순환 체계의 효율적 관리를 위한 분산식 빗물관리기술에 대한관심이 급증하고 있다. 이수 목적의 빗물이용시설, 치수목적의 우수유출 저감시설, 택지개발사업의 재해저감시설 등 다양한 목적으로 시설들이 도입되고 있다. 그러나 치수용 시설에 있어 설계강우에 따른 홍수량 산정방법을 제외하고는 이수 및 물순환 건전화를 위한 계획, 설계기술은 현재까지도 부족한 실정이다. 특히 이수목적의 경우 집수면의 토지이용 특성, 용도별 사용수량 및 경제성에 대한 검토 없이 집수면적이나 대지면적의 일정비율 이상을 설계하고 있는 실정이다. 본 연구에서는 국내에서의 빗물관리시설 계획 설계를 지원하기 위해 공동주택 빗물관리 의사결정지원 모형(RainCity v1.5 Beta)을 개발하였다. 강우자료는 5분 간격의 설계강우, 시우량 및 일 강우자료를 DB나 사용자 파일로부터 호출하도록 하였으며, 토지이용 특성에 따라 유출계수를 고려한 수문학적 집수면적을 산정하여 적용하였다. 현재 버전은 이수 및 치수용 저류조, 침투통, 침투트렌치, 침투블럭 등 장치형 침투시설과 투수성포장 등 지표면 침투시설을 대상으로 하였으며, 각 시설조합의 설치에 따른 유입/유출량, 침투량 및 사용수량 등 물순환 과정을 모의할 수 있다. 특히 선택된 시설조합은 규모 시나리오에 따라 목표 기능에 맞는 시설규모들을 선정하고, 비용-편익분석을 통해 경제적인 시설규모를 결정할 수 있다. 향후 지속적으로 GUI를 개선하여 사용자 편의도를 높이고, 식생형 침투도랑, 생태연못, 중수이용시설과의 연계 등 기능을 확대할 계획이므로 국내에서의 빗물관리시설의 계획 설계 시 활용도가 높을 것으로 기대된다.

• Parasites, Hosts and Diseases
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• v.31 no.4
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• pp.379-381
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• 1993

We experienced the partial Inhibition of entry of Taxoplasma gondii Into MDCK cells when the FBS was depleted from media. MDCK cells and Toxoplasma (RH strains) were co-cultured, the penetration was inhibited up to 60-80% with concentration-dependence of FBS. Inhibitory effect was clear when the conc. of FBS was over 1% (v/v) with 50% inhibition comic. of 5%. When ToxopLosma was pre-incubated with FBS and then applied to MDCK cells, there were no inhibitory effect, but when FBS was added to Toxoplasma- MDCK co-culture, the time of adding was c10cal with rapid inhibition. And when FBS was further treated with heat ($95^{\circ}C$, 10 min), the Inhibitory effect was decreased slightiy in both raw and inactivated FBS. The FBS factor(s) might participate to neutralize secreted materials which enhancing penetration or Intervene between receptor-ligand blnding at the moment of entry through sterically rather than functionally.

• Journal of Korean Society of Environmental Engineers
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• v.31 no.11
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• pp.957-964
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• 2009

Sand tank experiments were performed along with on-site supplier experiments in order to obtain design factors for the raw-water supply system in floodplain filtration. Results of the sand tank experiment elucidated that the infiltration rate was approximately proportional to the soil permeability and was not significantly influenced by short periods of rest. The average daily infiltration rate calculated by taking both flood and rest periods into account increased with increasing flood period, and was observed to reach an asymptote. Under the conditions of this study, the maximum infiltration rates obtained for both Daegu and Mulgeum soils with 15 min/ 30 min of rest/flood periods were 6.3 m/day and 1.4 m/day respectively, which were 42% and 70% of their hydraulic conductivities, respectively. The process of soil filtration resulted in a gradual decrease of hydraulic conductivity; a decrease of 27% was observed for the soil of Mulgeum over a period of 8 days. From the data obtained from the supplier experiment, it was evident that the radius of the flooded area increased as the supply rate increased for soils of Gumi and Sangju, however, there was an inverse correlation between hydraulic conductivity and the rate of increase in the radius. Results also showed that the time required to cover the entire soil surface with water, in other words, the time to reach the maximum flood radius from the commencement of the water emission was as short as 3 to 4 minutes for all the soils. Also, the average infiltration rate for the entire flood period did not change significantly when the rest period was shorter than an hour.

• Proceedings of the Korea Water Resources Association Conference
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• 2021.06a
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• pp.465-465
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• 2021

2019년 도시계획현황 통계에 따르면 우리나라 국민의 90% 이상이 도시에 거주하고 있는 것으로 나타났다. 도시의 인구증가는 불투수면적 증가, 표면유출 증가, 침투량감소 등 도시 물순환의 왜곡을 발생시키며 건전한 물순환을 저해시키는 원인이 되고 있다. 본 연구에서는 이러한 도시 물순환을 저해시키는 요인을 평가할 수 있는 지표를 개발하기 위하여 물순환 관련법, 물순환 및 물관리를 위한 조례, 국내외 연구 사례를 조사하였으며 국내에서 수행된 다양한 지표 연구결과물을 분석하였다. 물순환 지표를 특정할 수 있는 6개의 키워드를 선정하여 105건의 논문 및 보고서를 검토하였으며, 최종적으로 49건을 선정하였다. 선정된 문헌별 지표를 수요·공급, 이수·치수, 수질·생태로 구분하여 정보를 분리화 한 후 분리된 정보를 유사한 지표별로 통합하여 세부지표를 도출하였다.

• Korean Journal of Soil Science and Fertilizer
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• v.39 no.5
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• pp.259-267
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• 2006

Hydraulic conductivity is the rate of water flux on hydraulic gradient. The van Genuchten Mualem (VGM) model is frequently used for describing unsaturated state of soils, that is composed with the function of soil water potential and soil water content and requests various parameters. This study is to get the value of VGM parameters used Rosetta computer program based on neural network analysis method and to calculate VGM parameters. VGM parameters included Ko(effective saturated hydraulic conductivity), ${\theta}r$(residual soil water content), ${\theta}s$(saturated soil water content), L, n and m. The unsaturated hydraulic conductivity at 10 kPa was calculated by using Rosetta program. Unsaturated hydraulic conductivities of 17 soil series at 1, 3, 5, 7 kPa were also obtained by applying saturated hydraulic conductivity by disk tension infiltrometer based on Gardner and Wooding's equation. Water flow at the water potential of 3 kPa was very low except Namgye, Hagog, Baegsan, Sangju, Seogcheon, Yesan soil series. Unsaturated hydraulic conductivity at 1 kPa showed the highest value for Samgag soil series and was in order of Yesan, Hwabong, Hagog and Baegsan soil series. Those of Gacheon, Seocheon and Ugog soil series were very low. When the value by VGM was compared with the value by disc tension infiltrometer, there was a tendency with exponential function to soils without gravel but there was no tendency to soils including gravel. Conclusively, it would be limited that VGM model for unsaturated hydraulic conductivity analysis applies to Korean agricultural land including gravel and having steep slope, shallow soil depth.

• Journal of the Korean Institute of Landscape Architecture
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• v.32 no.2
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• pp.78-85
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• 2004

To manage rainwater environmentally friendly, it is necessary to let the rainwater be infiltrated naturally and make reservoirs to detain it in the chosen spot. Not only should it be prepared to handle the city flood, but also it be a necessary alternative for establishing the ecological water circular system in cities. Therefore, considering the present rainwater. management system, this study analysed the status of products which can be interchanged from existent systems to rainwater infiltrating systems. In this study, the infiltrating equipment that is applicable to the Korean drainage system was developed. The case was studied out to investigate the effects of infiltrating and the detaining ability of the developed product. The case site, block 6 of Sang-am residence, was selected and analyzed. The amount of infiltration and detention per unit of the introduced facilities, i.e., infiltrating pipes and tanks were calculated. In this research, the amount of each infiltrating tank was revealed to be 1.353 m/hr and the amount of detention as 0.299 m/hr. And the amount of each infiltrating pipe was found to be 0.541 m/hr and the amount of detention was 0.118 m/hr. To examine the effects of the system, the total amount of the outlet before and after installing was compared and calculated. In doing this, a basis for deciding the arrangement and number of tanks and pipes of the infiltrating system was made.

• The Korean Journal of Pesticide Science
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• v.21 no.1
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• pp.42-48
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• 2017

This study was conducted to compare the effect of bagging technique on the presence of pesticide residues in various parts of grape fruit (whole fruit, pulp and peel). The tested pesticides were diluted at 2,000 times and sprayed three times onto the crops at an interval of seven days and then they were collected at 0, 1, 3, 5 and 7 days after final application. Later, bagging/non-bagging samples were pre-treated with fruit, pulp and peel samples, respectively. Thiacloprid and lufenuron were not detected in any of the bagging samples. The thiacloprid residues of non-bagging samples in whole, peel and pulp samples were 0.47-1.09, 0.18-0.33 and 1.24-1.67 mg/kg, respectively. The lufenuron residues of non-bagging samples in whole fruit, peel and pulp samples were 0.16-0.62, < LOD-0.08 and 0.85-1.48 mg/kg, respectively. The biological half-lives of thiacloprid and lufenuron in whole fruit, peel and pulp of non-bagging samples were 5.7, 15.1 and 7.8 days and 4.0, 9.4 and 2.6 days, respectively. While the unbagged samples showed a sequential decrease in pesticide residues, this study concludes that bagging would be an effective method to protect the presence of thiacloprid and lufenuron residues in grape fruits.

• Journal of Korean Society of Forest Science
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• v.81 no.4
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• pp.357-362
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• 1992

To understand water flow path in the cells of Robinia pseudoacacia and Pyrus ussuriensis and obtain color wood from them, this experiment was performed by penetrating 0.5% acidic fuchsin and 0.5% fast green solution into the living wood of them. A comparison was made of the wood structure and water flow path from Robinia pseudoacacia containing the ring-porous wood with tyloses, and Pyrus ussuriensis including solitary diffuse-porous wood with distinct fiber pits. The dye penetrated into vessel elements in the early wood of two growth rings from bark in Robinia pseudoacacia, but permeated all xylem in fonts ussuriensis. In Robinia pseudoacacia, the vessels of heart wood and intermediate wood were not stained because of tyloses.

• Journal of the Korean GEO-environmental Society
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• v.5 no.4
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• pp.13-24
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• 2004

This study was carried out to plan the prevention of the generation and discharge of Acid Rock Drainage (ARD). The Acid Base Accounting(ABA) test was performed for geological materials such as pit wall, waste rock and stream sediments near the Imgi abandoned pyrophyllite mine in Busan, Korea. In addition, hydraulic characteristics were tested with the disk tension infiltrometer around the waste rock dump. Maximum Potential Acidity(MPA) of geological materials near the Imgi mine was 246.942kg $H_2SO_4/t$, and maximum Acid Neutralising Capacity(ANC) was 8.7kg $H_2SO_4/t$. These results indicate the pit wall and waste rock, except most of stream sediments are acid generating geological materials. These have salt and free hydrogen ion which resulted from oxidation of sulfides. Hence they could be convert rain water to acid rock drainage. Although the waste rock dump of the Imgi mine have very low infiltration rate, slopes of the waste rock dump have many "V" type erosion gullies and multi-layers. These gullies and multi-layers have coarse clastic particle layers which have very large hydraulic conductivity. Through this coarse clastic particle layer a large part of rain flow into ground. And also this layer could function as aeration path which induced oxidation of sulfide minerals and generation of ARD continuously.

• Korean Journal of Soil Science and Fertilizer
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• v.42 no.2
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• pp.132-138
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• 2009

Soils originated from limestone, located at the southern part of Kangwon province and Jecheon, Danyang of Chungbuk province are mainly composed of fine texture, have different properties from soils originated from granite and granite gneiss, especially for water movement. This study was conducted for making PTF(Pedo-Transfer Function) for Kfs(field saturaton hydraulic conductivity) estimation, and for investigating the relation between soil particle distribution and the infiltration and percolation rate in soils originated from limestone. Soils used for the experiment were 6 soils of Gwarim, Mosan, Jangseong, Maji, Anmi and Pyongan series. Infiltration and percolation rate for the soil were measured by a disc tension infiltrometer and a Guelph permeameter, respectively. The particle size distribution and organic matter content of the soils were analyzed. Kfs was not related with sand, silt, clay, and organic mattrer (OM) content because of forest soils which contained high gravel, pebble, and cobble content, and O layer with high OM content. After Mosan soil series and O layer of Gwarim series were excluded for the data analysis, Kfs was explained as a linear function with sand and clay content and a exponential function with OM content. As a result, the PTF equation was obtained as Kfs=-4.20558+0.479706*(S)+0.023187*exp(1.829*OM) ($R^2=0.6558^{*}$).