• The Journal of Engineering Geology
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• v.23 no.1
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• pp.1-17
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• 2013

It is sometimes necessary to change the location of the collection conduit, which is constructed in shallow sediments in a stream, if the concentrations of $Fe^{2+}$ and $Mn^{2+}$ become too high for water treatment. A total of nine wells, including four shallow wells with a depth of 3 m and five deeper wells with a depth of 6 m, were installed in the study area at Naeseong-cheon in Yecheon-gun. The change in hydrogeochemical features of groundwater and the concentrations of $Fe^{2+}$ and $Mn^{2+}$ were examined at the wells during 5 hours of pumping. As pumping was performed, the velocity of groundwater flow was increased around the pumping well and aeration conditions were developed to precipitate iron and manganese oxides in an oxidizing environment. In addition, the concentrations of $Ca^{2+}$ and $Cl^-$ at the pumping well were increased following the mixing of surface water and groundwater. It is suggested that the center region of the stream would be more suitable for a new collection conduit, considering the concentrations of $Fe^{2+}$ and $Mn^{2+}$ in groundwater and their reducing effect during pumping. The installation of a collection conduit based on field tests performed to ensure water quality enables a reduction in the construction and management costs at water treatment facilities.

• Proceedings of the Korea Water Resources Association Conference
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• 2022.05a
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• pp.29-29
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• 2022

기후변화로 인한 전지구 미래는 호우 및 가뭄 등 자연재해의 발생이 증가할 것으로 전망되고 있으며, 불투수율이 높은 도시의 경우 극한강우에 따른 유출량 증가할 것으로 전망된다. 환경부에서는 물순환 선도도시에서 유출량, 불투수면, 비점오염 등을 저감하기 위해 LID(Low Impact Development)를 도입하고 있다. 본 연구에서는 도심지 내 LID 기법 중 인공습지를 이용하여 용량변화에 따른 빗물 가용 수량을 정량적으로 분석하고자 하였다. 연구대상지의 면적은 444,081.5m²이며, 유출계수는 토지이용별 면적 및 토지이용별 기초 유출계수를 이용하여 평균유출계수 0.72를 적용하였다. 인공습지의 총 용량은 2,244.8m³이며, 강우 시 월류웨어로 유입되는 지표수를 집수매거로 빗물을 취수하는 방식으로 구축될 예정이다. 대상지의 계획취수량은 150m³/day이며, 70m³/day를 빗물로 취수하는 경우와 150m³/day를 빗물로 취수하는 경우 2가지 시나리오를 대상으로 최종 취수가능여부를 분석하였다. 연간 빗물 취수 가능한 인공습지 용량을 분석하고자 부산관측소 강우자료를 이용하였으며, 강수량이 많은 6월을 시작으로 취수 가능량을 산정하기 위해서 18.06.05 ~ 19.12.31(약 1년 6개월) 강우자료를 이용하였다. 또한, 장기분석을 위해 부산관측소의 2011년 ~ 2020년 자료를 활용하였으며, 총 강수일수는 979일로 총 강수량은 16,139.8 mm로 나타났다. 연간 빗물을 항시 취수하기 위해서는 70m³/day를 빗물로 취수하는 경우 2,357.0m³의 인공습지 용량이 요구되었으며, 150m³/day를 빗물로 취수하는 경우 5,567.8m³의 인공습지 용량이 요구되었다. 또한, 10년 강우에 의한 빗물 취수 특성 분석은 70m³/day를 빗물로 취수하는 경우만 고려하였다. 분석 결과 강우 시작일을 기준으로 58일 동안 빗물 취수가 불가능한 것으로 나타났으며, 2012년도 1일, 2017년도 32일, 2018년도 8일, 2019년도 13일 동안 취수가 불가능한 것으로 나타났다. 70 m³/day의 빗물을 취수하기 위해 인공습지는 4,356.5m³의 용량이 필요한 것으로 나타났다.

• Korean Journal of Ecology and Environment
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• v.54 no.4
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• pp.272-279
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• 2021

A pump-type eDNA filtering system that can control voltage and hydraulic pressure respectively has been developed, and applied a filter case that can filter out without damaging the filter. The filtering performance of the developed system was evaluated by comparing the eDNA concentration with the conventional vacuum-pressured filtering method at the catchment conduit intake reservoir. The developed system was divided into a voltage control (manual pump system) method and a pressure control (automatic pump system) method, and the pressure was measured during filtering and the pressure change of each system was compared. The voltage control method started with 65 [KPa] at the beginning of the filtering, and as the filtering time elapsed, the amount of filtrate accumulated in the filter increased, so the pressure gradually increased. As a result of controlling the pressure control method to maintain a constant pressure according to the designed algorithm, there was a difference in the width of the hydraulic pressure fluctuation during the filtering process according to the feedback time of the hydraulic pressure sensor, and it was confirmed that the pressure was converged to the target pressure. The filtering performance of the developed system was confirmed by measuring the eDNA concentration and comparing the voltage control method and the hydraulic control method with the control group. The voltage control method obtained similar results to the control group, but the hydraulic control method showed lower results than the control group. It is considered that the low eDNA concentration in the hydraulic control method is due to the large pressure deviation during filtering and maintaining a constant pressure during the filtering process. Therefore, rather than maintaining a constant pressure during filtering, it was confirmed that a voltage control method in which the pressure is gradually increased as the filtrate increases with the lapse of filtering time is suitable for collecting eDNA. As a result of comparing the average concentration of eDNA in lentic zone and lotic zone as a control group, it was found to be 96.2 [ng µL^-1] and 88.4 [ng µL^-1l], respectively. The result of comparing the average concentration of eDNA by the pump method was also high in the lentic zone sample as 90.7 [ng µL^-1] and 74.8 [ng µL^-1] in the lentic zone and the lotic zone, respectively. The high eDNA concentration in the lentic zone is thought to be due to the influence of microorganisms including the remaining eDNA.