• Ecology and Resilient Infrastructure
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• 제3권4호
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• pp.272-278
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• 2016

투수성 포장은 도시에서 불투수면 증가에 따라 발생하는 환경문제에 대응하기 위한 대표적인 저영향개발 (Low-Impact Development, LID) 기법의 하나이다. 도시의 도로가 투수성 포장으로 바뀐다면 도시의 불투수면이 약 절반으로 줄어들고, 더 나가 지붕으로부터의 강수 유출까지 수용할 수 있다면 도로는 도시 물 순환 문제의 원인자에서 해결자로 전환될 수 있다. 그러나 국내에서는 경험과 인식의 부족으로 투수성 포장을 적용하는 경우가 거의 없는 실정이다. 도로 포장을 설계, 시공 및 관리하는 도로 기술자는 전통적으로 포장 구조에 물이 들어가는 것을 피하려 하고, 수자원 전문가는 투수성 포장의 도시홍수 저감효과에 대해서 의문을 가진다. 본 연구에서는 국내외의 다양한 연구 결과를 검토하여 투수성 포장에 대한 역사와 최신 기술을 분석하였다. 최신의 투수성 포장 기술을 요약하면 다음과 같다. 첫째, 투수성 포장은 기존의 방법대로 설계해도 노상 약화와 동결 융해로 인한 구조적인 문제가 없다. 둘째, 투수성 포장의 저수층 두께의 조절로 도시수문 설계에 직접 반영할 수 있다. 셋째, 기존의 다른 비점오염 처리시설에 비하여 수질처리 효과가 떨어지지 않는다. 특히 투수성 포장은 겨울철 제설제 사용을 저감하여 보다 친환경적이다.

• 한국물환경학회지
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• 제20권5호
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• pp.500-505
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• 2004

While more attention has been paid in recent years to urban point source pollution control, no considerable measures have been taken to control urban non-point source pollution. Contaminants from non-point sources deposited on urban impermeable surfaces such as road and highway are easily released to the public waters by rainfall, leading to the deterioration in water quality in urban area. The present study investigated a system using filter media to reduce the level of contamination in urban road runoff. Three different media, designated as J-P (polypropylene, blowing type), B-P (polypropylene, fiber type), and P-F (Polyvinyl alcohol, cube and sheet type) were evaluated on the basis of pollutant removal efficiency as well as hydraulic property. Experiments were peformed using a 1/4-scale treatment unit at various pollutant roading and rainfall intensity with real rainwater runoff collected from road surfaces. The results at different rainfall intensities shows that the medium J-P is superior to the other media for water permeability. J-P was not blocked at 10 mm/hr rainfall and its permeability was stable. On the other hand, B-P and P-F resulted in substantial overflow ratio even at I mm/hr rainfall intensity. Comparing treatment efficiencies for suspended solids, all media showed similar removal ranged from 91 % to 95%. However, J-P seems to be better than the other media considering its higher water permeability. J-P and P-F, both hydrophobic, yielded over 76% of heavy metal removal. But, the hydrophilic media B-P showed much smaller removal ranging from 26% to 47%. This indicates that J-P and P-F are beneficial to remove heavy metal due to their hydrophobic property. The treatment efficiencies over PAHs (poly aromatic hydrocarbons) showed the similar removal efficiency ranging from 66% to 97% for all three media.

• 한국토양비료학회지
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• 제49권5호
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• pp.440-448
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• 2016

Nonpoint sources of pollution (NPS) is defined as diffuse discharges of pollutants (e.g., nutrient, pesticide, sediment, and enteric microorganism) throughout the natural environment and they are associated with a variety of farming practices. Previous studies found that water soluble anionic polyacrylamide (PAM) is one of the highly effective measures for enhancing infiltration, reducing runoff, preventing erosion, controlling nonpoint source of pollutants, and eventually protecting soil and water environment. Potential benefits of PAM treatment in agricultural soil and water environments have been revealed by many research and they include low cost, easy and quick application, and suitability for use with other Best Management Practices (BMPs) for NPS control. This study reviews the various applications of PAM and discusses its further potentials in agricultural environment.

• 한국농공학회논문집
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• 제55권2호
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• pp.29-36
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• 2013

The objective of the research was to describe the effect of straw mat cover and soil amendments on the reduction of runoff and non-point source load from steep sloped highland agricultural fields. Four $5{\times}30$ m plots on sandy loam soil with 28 % slope were prepared. Experimental treatments were bare (control), rice straw mat cover (3,000 kg/ha) (S), PAM (5 kg/ha)+Gypsum (1 ton/ha) (PG) and rice straw mat cover+PAM+Gypsum (SPG). A variety of lettuce was cultivated and runoff was monitored during a growing season in 2011. Natural monitoring was conducted to three times. Runoff rate of S, PG and SPG plots were significantly lower than those of control plot. Especially, the runoff rate is zero in SPG plot at a first rainfall events. The reduction rate of runoff from the S, PG and SPG plots was 30.8 %, 29.0 % and 81.8 % compared to control plots, respectively. The reduction rate of NPS pollution load of S, PG and SPG was ranged of 50~90 %, 30~70 % and 90~100 %, respectively. Yield of lettuce from S, PG and SPG plots was respectively 400 (567 kg/ha), 320 (453 kg/ha) and 760 (1,067 kg/ha) that of compared to control plots greater than that from control plots (140 kg/ha). We speculated that the experimental treated plots could hold more nutrients and moisture than the control and helped the crop grow healthier. When analyzing the above results, in terms of reduction of runoff and NPS pollution load and crop yields, SPG experimental treatment had the best effect. It was concluded that the use of rice straw mats cover and soil amendments on soil surface could not only reduce the NPS pollution loads in receiving waters but also help increase the crop yield.

• 환경영향평가
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• 제20권5호
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• pp.651-661
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• 2011

The purpose of this study is to estimate the characteristics and pollutant loadings of non-point pollutants that flowed in the streams on precipitation for pollutant loading reduction of Hwa-sung lake inflow streams. Although it has been made an effort to improve the water quality of Hwa-sung basin through the strategies for the preservation of water quality, it is shown that the water quality is not greatly improved. Because it has been industrialized and urbanized near Hwa-sung basin so that it is difficult to reduce the water pollution due to the increase in pollutant loadings of point and non-point sources. In this study, it is investigated the outflow characteristics of non-point pollutants that discharged with storm runoff and estimated the effect of runoff on Hwa-sung basin. The final goal of this study is to utilize the basic information for proper management and strategies of non-point sources on Hwa-sung basin. At the result of inflow streams, Ja-an stream that has the greatest pollutant loadings on precipitation is strongly influenced on the water quantity of Hwa-sung basin. On the other hand, it is shown that Nam-yang stream is strongly influenced on the SS concentration of Hwasung basin among them. Also, all streams; Nam-yang, Ja-ahn, Ah-eun stream; has the degree of slope more than or near 1 in the correlation results so that they have strong pollutant loading impact and the concentration of SS is the highest among other pollutants. So, specific studies on initial rain phenomena are more necessary to manage the pollutants economically. Also, the proper control of SS concentration is required to manage the effluent pollutants effectively on precipitation. So, it is necessary to consider the strategies for non-point pollutants as well as point pollutants when the new management is imposed to reduce the pollutant load for improvement of Hwa-sung basin.

• 한국물환경학회지
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• 제35권6호
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• pp.470-480
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• 2019

The Doam lake watershed was designated as a non-point pollution management area in 2007 to improve water quality based on watershed management implementation. There have been studies of non-point source reduction with respect to the watershed management impacting the pollutant transport of the reservoir. However, a little attention has been focused on the impact of water quality improvement by the management of the dam operation or the guidelines on the dam operation. In this study, the impact of in-lake management practices combined with watershed management is analyzed, and the appropriate guidelines on the operation of the dam are suggested. The integrated modeling system by coupling with the watershed model (HSPF) and reservoir water quality model (CE-QUAL-W2) was applied for analyzing the impact of water quality management practices. A scenario implemented with sedimentation basin and suspended matter barrier showed decrease in SS concentration up to 4.6%. The SS concentration increased in the scenarios adjusting withdrawal location from EL.673 m to the upper direction(EL.683 m and EL.688 m). The water quality was comparably high when the scenario implemented all in-lake practices with water intake at EL.673 m. However, there was improvement in water quality when the height of the water intake was moved to EL.688 m during the summer by preventing sediments inflow after the rainfall. Therefore, to manage water quality of the Doam lake, it is essential to control the water quality by modulating the height of water intake through consistent turbidity monitoring during rainfall.

• Journal of Applied Biological Chemistry
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• 제57권1호
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• pp.95-101
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• 2014

새만금 유역내 밭작물 재배 농경지의 작부체계와 관련된 최적관리기법을 적용하여 각각의 시나리오별로 농업비점오염원의 저감효과를 분석하였다. 또한 새만금 유역내 동진강 수계와 만경강 수계를 대상으로 행정구역별 작물양분의 투입량 실태분석과 향후 변화 추이에 대한 평가를 수행하였다. 새만금 유역 만경강 수계에서 2012년 기준으로 2020년에는 질소질비료 18%, 인산질비료 22%가 감소하는 추세였으며, 동진강 수계에서는 질소질비료 30%, 인산질비료 19%가 감소할 것으로 평가되었다. 반면, 퇴비의 경우에는 만경강 수계에서는 17%, 동진강 수계에서는 37% 정도 사용량이 증가할 것으로 추정되었다. 새만금 유역내 밭작물의 작부체계 변경과 관련된 최적관리기법 시나리오 가운데 Scenario 1 (동계작물 겉보리와 쌀보리를 경관 녹비작물인 헤어리벳치 또는 자운영으로 작부체계를 변경한 경우) 적용시 질소 41%, 인산 47%의 작물양분 투입량을 감소시키는 결과를 초래할 수 있는 것으로 나타났으며, Scenario 2 (화학비료 시비량이 많은 고추작물을 질소고정능력이 높은 콩작물로 작부체계를 변경한 경우) 적용시 질소 30%, 인산 23%의 작물양분 투입량을 감소시키는 결과를 초래할 수 있는 것으로 나타났으며, Scenario 3 (시나리오 1과 시나리오 2의 통합) 적용시 질소 72%, 인산 70%의 작물양분 투입량을 감소시키는 결과를 초래할 수 있는 것으로 평가되었다. 새만금 유역에서 담수호 수질보전을 위한 유역관리기법 개발시 작물양분요구량이 높은 작물의 재배를 최소화하고 양분배출형 작부체계가 아닌 양분흡수형 작부체계로의 전환을 통한 최적관리기법 모델 개발이 필요할 것으로 판단된다.

• 한국습지학회지
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• 제13권3호
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• pp.489-497
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• 2011

본 연구의 목적은 인공습지를 이용하여 회야댐으로 유입되는 비점오염물질을 제어함으로써 수질을 향상시키는데 있다. 인공습지에 부들과 갈대를 식생하여 부영양화 유발물질인 질소(N)와 인(P)의 제거효율을 조사하였다. 또한, 인공습지 운영에 있어 계절적 및 수리하적 영향을 조사하였다. 인공습지에 의한 총 N와 P의 제거율은 평균적으로 20.7%와 42.7%로 나타났으며 계절적으로는 식생식물의 성장기(6월~7월)와 개화기(9월~11월)에 높은 제거 효율을 보였다. 이러한 결과로부터 인공습지는 회야댐으로 유입되는 비점오염물질인 N와 P을 효과적으로 제어하기 위한 대안으로 판단된다.

• 한국지반환경공학회 논문집
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• 제11권6호
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• pp.69-75
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• 2010

강우 시, 건설 현장 내에서 발생하는 비점오염원의 경우 타 오염 물질 대비 부유 물질 부하량이 매우 높게 나타나며 강우 강도에 대한 민감도가 공사 초반의 경우 매우 높게 나타난다. 이러한 비점오염원을 저감할 수 있는 시설로 가설형 비점오염원 처리 시설과 여과형 처리 시설이 있다. 가설형 시설의 경우 전반적으로 비점오염원에 대한 저감 효율이 제한적이며, 여과형 처리 시설의 경우 동력의 소모가 높고, 공간적 효율성이 다소 떨어진다는 단점이 있다. 따라서, 본 연구에서는 기존의 비점오염원 처리 시설의 단점을 해소하고 보다 높은 비점오염원 처리 효율을 확보하기 위해 조립식 응집 침전 시스템을 개발하여 현장에 적용하여 비점오염원 처리 특성을 평가하고자 하였다. 조립식 응집 침전 시스템의 경우 가설 형식이나 여과형 처리 시설 대비 매우 높은 처리 효율을 나타내며, 공간적 효율성이 매우 높은 것으로 나타나 비점오염원 발생 인근 지역의 수계 오염 방지 및 민원 발생 방지 효과가 있을 것으로 기대할 수 있었다. 이러한 조립식 응집 침전 시설의 현장 적용 시, 최적의 비점오염원 저감 효과를 확보하기 위해서는 발생 비점오염원의 농도에 따라 적정 응집제 주입량 산정 및 슬러지 순환 시설의 적용 및 지속적인 유지 관리를 통한 침전 슬러지의 계면 높이 조절이 반드시 필요하다.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2004년도 학술발표회
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• pp.72-76
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• 2004

Wetland is an important eco-system on the earth and can effectively control agricultural non-point source pollution. Reed is a typical wetland plant for land/inland water ecotone in north China. The studies indicated that reed had a underground rooted-stem, which formed a 'high speeded-connecting vessels' i.e. reed root channel (RRC) in Baiyangdian lake of Hebei province. It spread predominantly along horizontal direction underground and are mainly distributed at 18-75 cm. The results of field work from healthy reed-wetland (HRW) and regarded reed-wetland (RRW) showed that the reed, averagely, in HRW is 4.2 m height, 1 cm diameter, 65/m2 density; in RRW is 2.4 m height, 3 mm diameter, 86/m2 density. These results indicated the regradation of the function of RRC in RRW. The results of laboratory work of sewage purification from reed soil column (RSC) $(0\~100cm)$ and wheat soil column (WSC) showed that the efficiency of purification to sewage, in RSC, is high than in WSC, especially for phosphorus. The efficiency of purification, in RSC, is $92.6\%$ for total phosphorus, $43.5\%$ for total nitrogen, $54.1\%$ fur COD, respectively; in WSC, is $86.0\%$ for total phosphorus, $241.3\%$ for total nitrogen, $29.8\%$ for COD, respectively.