• 한국농공학회논문집
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• 제60권6호
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• pp.73-81
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• 2018

In this study, subsurface discharge performance has been studied through theoretical seepage analysis on four types of culverts that can be installed under the condition of non-excavation, such as (a)perforated pipe(${\Phi}50mm$), (b)perforated pipe+horizontal mat (B50cm) (c)perforated pipe+horizontal mat+vertical gravel(B<10cm), (d)perforated pipe+vertical gravel(B<10cm), and existing typical type (e)perforated pipe with gravel (B40, h=40cm) which can be installed by excavation. The analysis results were as follows. i) Subsurface discharge performance per unit (m) was (a)type 56%, (b) 91%, (c) 96%, (d) 76%, respectively, lower than the value of (e)culvert. ii) However, considering that non-excavation culvert can be installed at a spacing of 5m with the installation cost of the existing excavation culvert at the interval of 10m, it was analyzed that unit subsurface discharge(q) of (a)20.2mm/day(110%), (b)32.8(178%), (c)34.6(188%) (d)27.5(149%) in the four types of non-excavation culvert installed at intervals of 5m under the condition of $ k=10^{-4}cm/s$ was much larger than the amount of (e)type 18.5(100%), existing excavation culvert installed at 10m interval. iii) Through the test construction, peak subsurface drainage discharge($q_p$) was 38.4mm/day, which is larger than the value of design criteria and confirmed that it satisfies the analysis results as well. iv) In particular, it was evaluated that (b)perforated pipe+horizontal mat(B50cm) are low cost, high efficiency subsurface drainage culvert type with sufficient drainage performance(178%).

• 한국농공학회논문집
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• 제61권6호
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• pp.67-72
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• 2019

This study compared the theory of a culvert spacing and analytical results of the seepage flow for the subsurface drainage. i) If culvert spacing (Sc) is within 5 m, the unit drainage (q) is very larger; in contrast, if Sc is 5 m or more, there is very little drainage in the middle between drains. Therefore, the drain spacing should be within 5 m to ensure high drainage efficiency. ii) Since the planned culvert drainage increases linearly with the soil's permeability coefficient (k), k must be taken into account when determining the drain diameter by the planned culvert drainage. iii) As a result of analyzing the drainage performance of the absorbing culvert, the drainage performance is sufficient with the diameter of the corrugated drain pipe Dc = 50 mm at the length of the drain Lc = 100 m. iv) Therefore, if the drain spacing (Sc) is less than 5 m using the low-cost non-excavated drainage pipe method (${\Phi}50mm$ the corrugated drain pipe and fiber mat) rather than the conventional trench drain method (Sc > 10 m, Dc > 100 mm), uniform and high drainage efficiency can be ensured as well as low construction cost. v) The sub-irrigation+drainage culvert requires narrower drain spacing (Sc < 2-3 m) for irrigation. As a result of examining the condition of 35 mm in diameter (Dc) and 2~3 m in drain spacing, it is possible to apply the non-excavated drainage pipe method to the sub-irrigation+drainage culvert because drainage performance is sufficient at the drain length Lc = 50 m.

• 한국도로학회논문집
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• 제13권2호
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• pp.21-29
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• 2011

최근 들어 온난화 등의 영향으로 태풍이나 집중호우가 빈번히 발생하고 있으며 이로 인한 산지 도로의 산사태, 토석류, 상향침투수압 등에 의한 인명, 시설물 피해도 극심하게 나타나고 있다. 산지 도로의 상향침투수압은 심각한 포장 파손을 발생시키기도 한다. 산지 측의 높은 지하수위로 인한 상향침투수압을 감소시키기 위해서는 지하배수공법이 매우 효과적 이라고 판단된다. 지하배수 공법을 원활하게 작동하기 위해서는 배수기층이 적합한 투수계수와 지지력을 갖추어야 한다. 따라서 본 연구에서는 적절한 투수성과 지반 지지력을 확보할 수 있는 최적의 배수기층 입도에 대한 연구를 수행하였다.

• 대한원격탐사학회지
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• 제40권1호
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• pp.45-56
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• 2024

Faced with aging populations, declining resources, and limited agricultural productivity, rural areas in South Korea require innovative solutions. This study investigated the potential of drone-based vegetation indices (VIs) to analyze soybean growth patterns in open-field smart agriculture in Goesan-gun, Chungbuk Province, South Korea. We monitored multi-seasonal normalized difference vegetation index (NDVI) and the normalized difference red edge (NDRE) data for three soybean lots with different irrigation methods (subsurface drainage, conventional, subsurface drip irrigation) using drone remote sensing. Combining NDVI (photosynthetically active biomass, PAB) and NDRE (chlorophyll) offered a comprehensive analysis of soybean growth, capturing both overall health and stress responses. Our analysis revealed distinct growth patterns for each lot. LotA(subsurface drainage) displayed early vigor and efficient resource utilization (peaking at NDVI 0.971 and NDRE 0.686), likely due to the drainage system. Lot B (conventional cultivation) showed slower growth and potential limitations (peaking at NDVI 0.963 and NDRE 0.681), suggesting resource constraints or stress. Lot C (subsurface drip irrigation) exhibited rapid initial growth but faced later resource limitations(peaking at NDVI 0.970 and NDRE 0.695). By monitoring NDVI and NDRE variations, farmers can gain valuable insights to optimize resource allocation (reducing costs and environmental impact), improve crop yield and quality (maximizing yield potential), and address rural challenges in South Korea. This study demonstrates the promise of drone-based VIs for revitalizing open-field agriculture, boosting farm income, and attracting young talent, ultimately contributing to a more sustainable and prosperous future for rural communities. Further research integrating additional data and investigating physiological mechanisms can lead to even more effective management strategies and a deeper understanding of VI variations for optimized crop performance.

• 한국환경과학회지
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• 제5권5호
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• pp.585-592
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• 1996

미국 Louisiana주 Baton Rouge에 있는 농장 14.6ha에 전 처리 제초제 Trifluralin (2,6-dinitro-N, N-dipropyl-4-(trifluormethyl) benzenamine)을 1683 g/1ha 살포하고, 3개월간 유출량을 조사하였다. 토층 15 cm에서 Trifluralin의 반감기는 42.6~46.0일 이었다. 암거배수포장에서 Trifluralin의 농도는 surface의 유출수에서 0.62ng/mL~0.02ng/mL 이었으며, subsurface의 유출수에서 0.06ng/mL~0.02ng/mL 이었다. 이는 미국의 Trifluralin 음료수 허용기준 2ng/mL 보다 낮은농도이다. 3개월간 유출된 Trifluralin량은 전체 살포량의 0.021%였으며, 따라서 유출수에 의한 Trifluralin 이동되는 양은 적었다. 한편 subsurface의 유출수에 Trifluralin농도가 낮기때문에 암거배수시설로 Trifluralin의 유출량을 줄일 수 있다.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2021년도 학술발표회
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• pp.142-142
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• 2021

An arbitrary representation of an urban drainage sewer system was devised using a geographic information system (GIS) tool in order to calculate the surface and subsurface flow interaction for simulating urban flood. The proposed methodology is a mean to supplement the unavailability of systematized drainage system using high-resolution digital elevation(DEM) data in under-developed countries. A modified DEM was also developed to represent the flood propagation through buildings and road system from digital surface models (DSM) and barely visible streams in digital terrain models (DTM). The manhole, sewer pipe and storm drain parameters are obtained through field validation and followed the guidelines from the Plumbing law of the Philippines. The flow discharge from surface to the devised sewer pipes through the storm drains are calculated. The resulting flood simulation using the modified DEM was validated using the observed flood inundation during a rainfall event. The proposed methodology for constructing a hypothetical drainage system allows parameter adjustments such as size, elevation, location, slope, etc. which permits the flood depth prediction for variable factors the Plumbing law. The research can therefore be employed to simulate urban flood forecasts that can be utilized from traffic advisories to early warning procedures during extreme rainfall events.

• 한국농공학회지
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• 제22권1호
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• pp.67-86
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• 1980

• 한국토양비료학회지
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• 제35권3호
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• pp.153-161
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• 2002

덕평통에서 화봉벼를 재배하여 암거배수시 토양 및 식물체 무기성분, 벼의 도복 관련형질과 수량을 비교 분석한 결과는 다음과 같다. 시험전 토양의 화학성은 암거구가 무암거구보다 유기물, 유효인산, 치환성 칼리 등의 함량이 다소 많았으며 벼 재배기간 동안의 평균 감수심은 암거배수구에서 $15.28mm\;day^{-1}$, 무암거구에서 $7.90mm\;day^{-1}$을 보였으며 시험후 물리성은 토심 20cm 이하에서는 암거구에서 가비중이 낮았고 공극률은 증가하는 경향이었다. 시험후 pH는 표토에서는 암거구가 높았으나 심토에서는 무암거구가 높았고 O.M은 표토, 심토 모두 무암거구가 높았다. Av. $P_2O_5$는 표토에서는 무암거구와 암거구가 비슷하였으나 심토에서는 암거구가 높은 경향이었고 치환성 칼리는 pH와 유사한 경향을 나타내었고 토양 중 $NH_4{^+}-N$은 초기에는 차이가 없었으나 유수형성기 이후에는 암거구가 높았다. 주요 시기별 벼 생육은 분얼기에는 차이가 없었으나 유수형성기 이후에는 무암거구 보다 암거구가 초장, 경수 엽색도 및 건물중이 높은 경향이었고 시비조건간에는 관행과 완효성비료와 비슷한 경향이었고 주요 시기별 식물체 무기성분중 전질소는 전 생육기간 동안 암거구가 높았고 $K_2O$의 함량은 분얼기에는 차이가 없었으나 유수형성기 이후에는 암거구가 높았고 CaO는 큰 차이가 없었으나 출수후 벼 뿌리의 T-N, $P_2O_5$, $K_2O$ 등의 함량이 암거구가 무암거구보다 높았다. 벼의 도복 관련 형질중에서 중심고가 암거구가 무암거구보다 높았고 2, 3절간이 더 신장하였으나 Pulling force는 암거구가 무암거구보다 높게 나타났다. 수량은 암거구의 도복으로 무암거보다 적었으나 암거 무비구의 수량은 무암거 무비구 보다 높아 논토양에서 암거배수시 감비재배를 시사하였다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 추계 학술발표회 3차
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• pp.113-116
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• 2010

Ground cave-in is usually initiated by the formation of cavity within the ground due to soil loss. When the location of the cavity is deep in the ground, the detection of the cavity is not easy. Then it is possible that the hidden cavity expands for a long time to eventually cause sudden large-scale collapse. A case of large scale ground collapse in the old fill ground was studied and described in this paper. The underground cavity appeared to be caused by subsurface erosion deep in the ground and to expand/extend upward till it was ended by the catastrophic ground failure. It highlighted the importance of proper drainage work in a large scale land fill.

• 자원환경지질
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• 제31권2호
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• pp.111-125
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• 1998

Dispersion, migration and enrichment of environmental toxic elements from the Samkwang Au-Ag mine area were investigated based upon major, minor and rare earth element geochemistry. The Samkwang mine area composed mainly of Precambrian granitic gneiss. The mine had been mined for gold and silver, but closed in 1996. According to the X-ray powder diffraction, mineral composition of stream sediments and soils were partly variable mineralogy, which are composed of quartz, orthoclase, plagioclase, amphibole, muscovite, biotite and chlorite, respectively. Major element variations of the host granitic gneiss, stream sediments and soils of mining and non-mining drainage, indicate that those compositions are decrese $Al_2O_3$, $Fe_2O_3$, MgO, $TiO_2$, $P_2O_5$ and LOI with increasing $SiO_2$ respectively. Average compositional ranges (ppm) of minor and/or environmental toxic elements within those samples are revealed as As=<2-4500, Cd=<1-24, Cu=6-117, Sb=1-29, Pb=17-1377 and Zn=32-938, which are extremely high concentrations of sediments from the mining drainage (As=2006, Cd=l1, Cu=71, Pb=587 and Zn=481 ppm, respectively) than concentrations of the other samples and host granitic gneiss. Major elements (average enrichment index=6.53) in all samples are mostly enriched, excepting $SiO_2$, $Na_2O$ and $K_2O$, normalized by composition of host granitic gneiss. Rare earth element (average enrichment index=2.34) are enriched with the sediments from the mining drainage. Minor and/or environmental toxic elements within all samples on the basis of host rock were strongly enriched of all elements (especially As, Br, Cu, Pb and Zn), excepting Ba, Cr, Rb and Sr. Average enrichment index of trace elements in all samples is 15.55 (sediments of mining drainage=37.33). Potentially toxic elements (As, Cd, Cr, Cu, Ni, Pb, and Zn) of the samples revealed that average enrichment index is 46.10 (sediments of mining drainage=80.20, sediments of nonmining drainage=5.35, sediments of confluent drainage=20.22, subsurface soils of mining drainage=7.97 and subsurface soils of non-mining drainage=4.15). Sediments and soils of highly concentrated toxic elements are contained some pyrite, arsenopyrite, sphalerite, galena and goethite.