• Title/Summary/Keyword: shallow groundwater

Search Result 199, Processing Time 0.035 seconds

Nitrate Concentration and ${\delta}^{15}N$ Value of the Groundwater in the Miyakojima Island, Okinawa Prefecture, Japan (일본(日本) 궁고도(宮古島)의 지하수중(地下水中)의 $NO_3-N$${\delta}^{15}N$치(値))

  • Park, Kwang-Lai;Kikuo, Kumazawa.
    • Korean Journal of Environmental Agriculture
    • /
    • v.14 no.1
    • /
    • pp.97-108
    • /
    • 1995
  • Nitrate concentration and ${\delta}^{15}N$ value in the groundwater in Miyakojima Island, Okinawa, were measured during 1992-1993. Water from the shallow and the deep wells at the ten separate sites were sampled. Mineral contents and natural nitrogen isotope abundance(${\delta}^{15}N$) were analyzed using a liquid chromatography and a mass spectrometry (Finnigan MAT 252). Except for waters which were directly influenced by sea water invasion, most of the groundwater showed small variations among their mineral contents and ${\delta}^{15}N$ values. The average nitrate nitrogen concentrations were $1.4{\sim}11.5mgL^{-1}$ and average ${\delta}^{15}N$ values were +4.3${\sim}$+9.7$%_o$. From the nitrate concentration and ${\delta}^{15}N$ value observed, the types of the groundwater could be categorized into four groups, such as high ${\delta}^{15}N$ and high nitrate, high ${\delta}^{15}N$ and medium nitrate, low ${\delta}^{15}N$ and medium nitrate, and low ${\delta}^{15}N$ and low nitrate, reflecting the main source of nitrate contamination, such as animal and domestic waste, animal waste and soil organic matter, soil organic matter and chemical fertilizer, and chemical fertilizer, respectively. It was discussed that the lowest ${\delta}^{15}N$ value was higher than the ${\delta}^{15}N$ value of the chemical fertilizers used in this island(-3.9${\sim}$-1.4$%_o$), then considerable amounts of nitrogen must be lost by ammonium evaporation or denitrification after fertilization.

  • PDF

Method for Evaluating Radionuclide Transport in Biosphere by Calculating Elapsed Transport Time (이동 경과 시간 계산을 이용한 생물권에서의 방사성 핵종 이동 평가 방법)

  • Ko, Nak-Youl;Ji, Sung-Hoon
    • Journal of Nuclear Fuel Cycle and Waste Technology(JNFCWT)
    • /
    • v.18 no.2_spc
    • /
    • pp.305-315
    • /
    • 2020
  • For geological disposal of radioactive wastes, a method was proposed to evaluate the radionuclide transport in the biosphere by calculating the elapsed time of nuclide migration. The radionuclides were supposed to be introduced from a natural barrier and reached a large surface water body following a groundwater flow in a shallow subsurface. The biosphere was defined as a shallow subsurface environment that included aquifers on a host rock. Using the proposed method, a calculation algorithm was established, and a computer code that implemented the algorithm was developed. The developed code was verified by comparing the simulation results of the simple cases with the results of the analytical solution and a public program, which has been widely used to evaluate the radiation dose using the radionuclide transport near the surface. A case study was constructed using the previous research for radionuclide transport from the hypothetical geological disposal repository. In the case study, the code calculated the mass discharge rate of radionuclide to a stream in the biosphere. Because the previous research only demonstrated the transport of radionuclides from the hypothetical repository to the host rock, the developed code in the present study could help identify the total transport of radionuclide along the complete pathway.

The Effect of Rice Farming on the Shallow Ground Water Quality (논농사가 천층지하수의 수질에 미치는 영향)

  • Kang, Yun-Ju;Seo, Young-Jin;Lee, Dong-Hoon;Choi, Choong-Lyeal;Park, Man;Choi, Jyung
    • Korean Journal of Environmental Agriculture
    • /
    • v.20 no.4
    • /
    • pp.262-268
    • /
    • 2001
  • This study was conducted to investigate the effect of rice farming on seasonal, regional quality of shallow ground water. Ammonium $(NH_4\;^+)$ concentration of paddy soil was found to be the highest in April. Nitrate $(NO_3\;^-)$ concentration of soil and the ground water was determined to be lower during the growing period, May to August than any other periods. Seasonal change of K concentration in soils was shown to be in the tendency similar to that of $NH_4\;^+$. However, $Cl^-$ concentration of soils and the ground water was not changed significantly. $NH_4\;^+$, $NO_3\;^-$, K and $Cl^-$ concentration in W-3 ground water was higher than those of W-1 and W-2. It was clear that nutrients ($NH_4\;^+$, $NO_3\;^-$, K, $Cl^-$) should be leached from the adjacent soil to W-3 ground water by water stream. From this study it is apparent that nutrients can be easily leaching from sandy soils and transported into ground water, but rice plant farming is not non point source of groundwater pollution.

  • PDF

Hydraulic Characteristics of Shallow Geology in Dongrae Area, Busan Megacity (부산광역시 동래지역 천부지질의 수리적 특성)

  • Ryu, Sang-Hun;Hamm, Se-Yeong;Jeong, Jae-Hyeong;Han, Suk-Jong;Cheong, Jae-Yeol;Jang, Seong;Kim, Hyoung-Su
    • The Journal of Engineering Geology
    • /
    • v.18 no.1
    • /
    • pp.55-68
    • /
    • 2008
  • At present underground structures such as road tunnels, railway tunnels, underground petroleum storages and radioactive waste storages are being constructed in numerous places in Korea. For the construction of underground structrues, it should be accounted for natural factors (geology, hydrogeology, soil, vegetation, topography and drainage patterns) and human-social factors (land use, urbanization, population, culture and transportation). Especially, hydrogeology should be regarded as an important factor for evaluating the safety of underground structures and their impact to groundwater system around the structures. This study aimed to recognize hydrogeological characteristics of shallow formations in the area from Dongrae crossway to Seo-Dong where 45 boreholes were drilled for the construction of Line-3 subway in Busan Megacity. Slug tests for unsaturated and saturated zones were conducted on 30 boreholes in the study area. From the result of the slug tests, it was identified that average zonal hydraulic conductivity in the unsaturated zone was higher than that in the saturated zone. Besides, the slug test result in the saturated zones may reflect hydraulic properties of the upper most part of the saturated zones.

The Study on the Water Quality Characteristics of Barium in the Raw Water of Domestic Natural Mineral Water (국내 먹는샘물 원수 중 바륨(Ba)의 수질 특성에 관한 연구)

  • Lee, Leenae;Ahn, Kyunghee;Yang, Mihee;Choi, Incheol;Chung, Hyenmi;Lee, Wonseok;Park, Juhyun
    • Journal of Korean Society on Water Environment
    • /
    • v.33 no.4
    • /
    • pp.416-423
    • /
    • 2017
  • The subject samples include 150 and 170 samples collected from intake holes in the former and latter half of 2015, respectively. They were analyzed with ICP-MS. The average concentration of detected barium was $10.54{\mu}g/L$ ($0.23{\sim}168.22{\mu}g/L$) and $8.21{\mu}g/L$ ($0{\sim}255.65{\mu}g/L$) for the former and latter halves of 2015, respectively. The concentration distribution was the highest for the precambrian era at $19.07{\mu}g/L$ and the lowest Cenozoic era at $4.92{\mu}g/L$. The average value for sedimentary, metamorphic, and igneous rocks was $7.84{\mu}g/L$, $20.84{\mu}g/L$, and $9.47{\mu}g/L$, respectively, which indicates that it was the highest for metamorphic rocks. The study also analyzed correlations between barium and other minerals and found that magnesium recorded 0.44 and 0.71 for the former and latter half of 2015, respectively. As for barium concentration according to depth, it was relatively low in shallow groundwater (under 200 m) with its average concentration at $14.33{\mu}g/L$ and $14.71{\mu}g/L$ for the former and latter half of 2015, respectively. It was $8.53{\mu}g/L$ and $4.04{\mu}g/L$ in deep groundwater (over 200 m) for the two periods, respectively, The risk assessment results show that its average risk was HQ 0.00139 and HQ 0.00163 for the former and latter half of 2015, respectively, being considerably lower than "1", which suggests that barium poses few possibilities of consumption risk.

Marine Controlled-source Electromagnetic Surveys for Hydrocarbon Exploration (탄화수소 탐지를 위한 해양 인공송신원 전자탐사)

  • Kim, Hee-Joon;Han, Nu-Ree;Choi, Ji-Hyang;Nam, Myung-Jin;Song, Yoon-Ho;Suh, Jung-Hee
    • Geophysics and Geophysical Exploration
    • /
    • v.9 no.2
    • /
    • pp.163-170
    • /
    • 2006
  • The shortage of proven hydrocarbon reserves has resulted in exploration progressing from the offshore into progressively deeper water of the continental shelf. Despite the success of seismic acquisition at ever greater depths, there are marine geological terrenes in which the interpretation of seismic data is difficult, such regions dominated by scattering or high reflectivity that is characteristic of carbonate reefs, volcanic cover and submarine permafrost. A marine controlled-source electromagnetic (CSEM) method has recently been applied to the oil and gas exploration thanks to its high-resistivity characteristics of the hydrocarbon. In particular, this method produces better results in terms of sensitivity under the deep water environment rather than the shallow water. Only in the last five years has the relevance of CSEM been recognized by oil companies who now use it to help them make exploration drilling decisions. Initial results are most promising and several contractors now offer magnetotelluric and CSEM services.

Fluctuation Features and Numerical Model for Underground Temperature in Shallow Subsurface Soil (천층 토양 내 지중온도 변동 특성과 수치모델 평가)

  • Jeong, Jaehoon;Kim, Gyoobum;Park, Hyoungki;Kim, Hyoungsoo;Kim, Taehyung
    • Journal of the Korean GEO-environmental Society
    • /
    • v.16 no.5
    • /
    • pp.35-42
    • /
    • 2015
  • This is conducted to observe underground temperature and to analyze its change affected by climate condition and soil infiltration in the mountainous area, Yesan region, Chungcheong-namdo province. Additionally, underground temperature change is also simulated using air temperature and soil thermal properties with a numerical model. Soil temperature monitoring data acquired from each depth, 20 cm, 50 cm, and 100 cm, indicates that the data within 50 cm in depth shows peak-shaped big fluctuation directly affected by air temperature and it at 100 cm has open-shaped small fluctuation. Underground temperature variation, a difference between high and low values, during monitoring period is weakly proportional to hydraulic conductivity of the sediment and it is assumed that water plays a part in delivering air temperature in soil. The underground temperature estimated by a numerical model is very similar to the observed data with an average value of 0.99 cross-correlation coefficient. From the result of this study, the aquifer unsaturated hydraulic conductivity of the soil and the groundwater recharge is likely to be able to estimate with underground temperature profile calculated using a numerical model.

Analysis about Fill Deposit Poor Drainage through Permeability Test and Groundwater Monitoring (투수시험과 지하수 모니터링을 통한 매립층의 배수불량 원인 분석)

  • Jung, Hee-Suk;Lee, Kang-Il;Kim, Joon-Seok
    • Journal of the Society of Disaster Information
    • /
    • v.14 no.2
    • /
    • pp.165-173
    • /
    • 2018
  • Purpose: The area such as historic sites where distributed in the hills surrounded by the mountains in the past, if heavy rains occur, soil that distributed in the substructure of a sedimentary layer's permeability decreases therefore, water do not smoothly drainage and increases surface structures' moisture content. Therefore, many phenomena occur such as the muddy ground. This experiment tried to figure out the cause of poor drainage, predicting poor drainage system when rainfall occur. So not only the base of cultural properties distributed in the historic site, but also have big influences on the upper structure. Method: We are going to propose an improvement plan through the various sites exploration and the field permeability test. In addition, analyze interrelationship to figure out the cause of the poor drainage through monitoring under ground water. Conclusion: As the result of the experiment, the cause of the poor drainage system formed on shallow depth of ground level inside of a land. We can see that soil of surface and fill deposit permeability was in poor condition. Therefore, it was in very inappropriate hydrogeological condition when surface water permeate into the underground when rainfall occurs.

Joint Stability and lateral behavior of composite piles (복합말뚝 연결부 안정성 평가 및 수평거동특성 분석)

  • Shin, Yun-Sup;Park, Jae-Hyun;Hwang, Ui-Seong;Cho, Sung-Han;Chung, Moon-Kyung;Boo, Kyo-Tag
    • Proceedings of the Korean Geotechical Society Conference
    • /
    • 2010.09a
    • /
    • pp.553-558
    • /
    • 2010
  • The behavior of composite piles composed of steel pipe pile in the upper part and concrete pile in the lower part by a mechanical splicing joint was examined by field lateral load tests and bending tests. A total of 7 piles including two instrumented piles for bending test were installed. The soil profile consists of soft clay with weak silt with shallow groundwater level. Laboratory tests were carried out to determine the basic soil characteristics and the strength parameters. This paper presents the composite pile behavior with various portions of the upper steel pile: 0, 20, 30, and 45% of the pile embedded pile length. Three-point bending tests were performed to investigate the stress-strain relation at the mechanical joint. Based on these test results, the behavior of composite piles with various upper steel pile length are evaluated and the stability of mechanical joints are examined. Through comparisons with results of field load tests, it was found that lateral load carrying capacity of the composite piles increased and deflections of the composite piles decreased with increasing the upper steel piles. The mechanical joint was proved to retain its structural stability against the tested load conditions. Economical benefits of composite pile of this kind can be gained by setting adequately the length of the upper steel pipe piles.

  • PDF

Analysis of Nutrient Dynamics and Development of Model for Estimating Nutrient Loading from Paddy Field

  • Jeon, Ji-Hong;Yoon, Chun-G.;Hwang, Ha-Sun;Jung, Kwang-Wook
    • Magazine of the Korean Society of Agricultural Engineers
    • /
    • v.45 no.7
    • /
    • pp.57-69
    • /
    • 2003
  • To evaluate nutrient dynamics with different fertilization in paddy field and develop water quality model, mass balance analysis was performed during growing season of 2001-2002 in field experimental plots irrigated with groundwater. As a result of water balance analysis, most of outflow was surface drainage as about half of total outflow and about 500mm was lost by evapotranspiration. The water budget was well balanced. The runoff from paddy field was influenced by rainfall and forced drain. Especially runoff during early cultural periods more depends on the forced drain. As a result of mass balance analysis, most of nutrient was input by fertilization and lost by plant uptake. Significant amount of nitrogen were supplied by precipitation and input from upper paddy field, comprising 12%∼28% of total inflow. Nutrient loading by surface drainage was occurred showing about 15%∼29% for T-N and 6%∼13% for T-P. The response of rice yield with different fertilization was not significant in this study. Water quality model for paddy field developed using Dirac delta function and continuous source was calibrated and validated to surface water quality monitoring data. It demonstrates good agreement between observed and simulated. The nutrient concentration of surface water at paddy field was significantly influenced by fertilization. During early cultural periods when significant amount of fertilizer was applied, surface drainage from paddy field can cause serious water quality problem. Therefore, reducing surface drainage during fertilization period can reduce nutrient loading from paddy fields. Shallow irrigation, raising the weir height in diked rice fields, and minimizing forced surface drainage are suggested to reduce surface drainage outflow.