• Title/Summary/Keyword: Stream-aquifer

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Measurements of Streambed Hydraulic Conductivity Using Drive-point Piezometers and Seepage Meters in the Upper Reaches of Anseong Stream (관입형 피조미터와 시피지미터를 이용한 안성천 상류구간 하상 수리전도도 측정)

  • Lee, Jeongwoo;Chun, Seon Geum;Yi, Myeong Jae;Kim, Nam Won;Chung, Il-Moon;Lee, Min Ho
    • The Journal of Engineering Geology
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    • v.25 no.3
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    • pp.413-420
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    • 2015
  • Streambed hydraulic conductivity along the upper reaches of the Gongdo stage of Anseong Stream was estimated through measurements of stream-aquifer exchange rates (using a seepage meter) and vertical hydraulic gradients (using a manually driven piezometer). From the measured data, it was found out that the stream-aquifer exchange rates varied from -1.55 × 10-6 to 1.77 × 10-5 m/s, the corresponding vertical hydraulic gradient varied from -0.122 to 0.030, and the values of the streambed vertical hydraulic conductivity were estimated from 1.77 × 10-5 to 1.97 × 10-3 m/s, with variations representing local differences. The results are within the general range of streambed hydraulic conductivity values suggested by Calver (2001) and are slightly higher than values previously measured at other stream sites in Korea. The combined use of a drive-point piezometer and seepage meter (both constructed of high-strength stainless steel) is expected to be of practical use in the estimation of streambed hydraulic conductance, given the durability and portability of the instruments.

Evaluation of stream depletion due to nearby groundwater pumping using Baalousha analytical solution (Baalousha 해석해를 이용한 하천 주변 지하수 양수로 인한 하천수 감소 분석)

  • Lee, Jeongwoo;Kim, Nam Won;Chung, Il-Moon;Hong, Sung Hun
    • Journal of Korea Water Resources Association
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    • v.51 no.2
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    • pp.99-107
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    • 2018
  • This study was to evaluate the stream depletion due to groundwater pumping from 17 wells near the Anseongcheon upper stream using the Baalousha's analytical solution (2012) which directly considers stream width and streambed hydraulic conductivity. The input hydraulic values of aquifer and streambed were obtained from the pumping tests and seepage experiments. The estimated streamflow depletion rates divided by pumping rate (dimensionless stream depletion) showed a range from 0.23 to 0.89 for 5 year pumping. In particular, the results revealed that the groundwater pumping has insignificant effects on streamflow when the stream depletion factor (SDF) is higher than 1,000 with values of dimensionless stream depletion lower than 0.4. A more simple Hunt's solution (1999) also applied to the same wells, and the results showed that the difference between the dimensionless stream depletions calculated by using both solutions could be negligible. From the comparison of the Baalousha's solution (2012) with the Hunt's solution (1999) with total 3,000 cases of simulations with combinations of various aquifer and stream properties, the stream-well distance should be more longer than stream width for reducing the discrepancy between both solutions.

열추적자를 이용한 지하수-하천수 혼합대 연구

  • Kim Gu-Yeong;Jeon Cheol-Min;Kim Tae-Hui;Seong Hyeon-Jeong;O Jun-Ho;Kim Yong-Je;Jeong Jae-Hun;Park Seung-Gi
    • Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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    • 2006.04a
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    • pp.277-281
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    • 2006
  • A study on stream-groundwater exchange was performed using head and temperature data of stream water, streambed, and groundwater. Groundwater level and temperature were obtained from multi-depth monitoring wells in small-scale watershed. In the summer time, time series of temperatrue data at streambed and groundwater were monitored for three months. In the winter time, we measured the temperature gradient between stream water and streambed. The observed data showed three typical types of temperature characteristics. First, the temperature of streambed was lower than that of stream water; second, the temperature of streambed and stream water was similar; and last, the temperature of streambed was higher than that of stream water. The interconnections between the stream and the streambed were not homogeneously distributed due to weakly developed sediments and heterogeneous bedrock exposed as bed of the stream. The temperature data may be used in formal solutions of the inverse problems to estimate groundwater flow and hydraulic conductivity.

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Integrated Surface-groundwater Analysis in Jeju Island (제주 지역 지표수-지하수 연계 해석)

  • Kim, Nam-Won;Chung, II-Moon;Yoo, Sang-Yeon;Lee, Jeong-Woo;Yang, Sung-Kee
    • Journal of Environmental Science International
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    • v.18 no.9
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    • pp.1017-1026
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    • 2009
  • In Jeju island, the surface runoff characteristics are quite different from those of inland. Most of streams show dried characteristics by means of large portion of recharge which goes to the deep aquifer. For this reason, the accurate estimation of hydrologic components by using watershed model like SWAT is very difficult. On the other hand, the integrated SWAT-MODFLOW model is able to simulate the complex runoff structure including stream-aquifer interaction, spatial-temporal groundwater recharge and so on. The comprehensive results of Pyoseon region in Jeju island show that the amount of groundwater discharge to stream is very small, but it might be added to the discharge into the sea. Statistical analysis shows that SWAT-MODFLOW's results represent better than SWAT's. Also, SWAT-MODFLOW produces a reasonable water budget which shows a quite similar pattern of observed one. This result proves that the integrated SWAT-MODFLOW can be used as a proper tool for hydrologic analysis of entire Jeju island.

Comparative Analysis of Shallow and Deep Groundwater Pumping Effects on Stream Depletion (천부와 심부지하수 양수에 따른 하천수 감소 영향의 비교분석)

  • Lee, Jeongwoo;Chung, Il-Moon
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.40 no.4
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    • pp.383-391
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    • 2020
  • In this study, Hunt's analytical solution and Ward & Lough's analytical solution for two-layered leaky aquifer system were used to estimate stream depletions due to shallow and deep groundwater pumping, and their differences were compared. Depending on the combination of the separation distance between the stream and the well, the transmissivity and the storage coefficient of the aquifer, and the leakage coefficient between the upper and lower layers, the stream depletion, which is the amount of stream water reduction compared to the amount of groundwater pumping, for each of 45,000 cases was calculated for both shallow and deep groundwater pumping, and the differences were analyzed quantitatively. When the leakage coefficient was very small, with a value of 10-61/d, the difference in the average five-year stream depletion due to the pumping of shallow and deep groundwater showed a large deviation of up to 0.9 depending on the given hydraulic characteristics; this value exponentially decreased as the stream depletion factor (SDF) increased. This exponential relationship gradually weakened as the leakage coefficient increased due to interaction effects between layers, resulting in a small difference of up to 0.2 when the leakage coefficient reached 10-31/d. Under the condition of greater interlayer hydraulic connectivity, there was little influence of the depth of groundwater pumping on the stream water reduction.

A Study of Carvernous Limestone Aquifer of Jeon Cheon Basin (전천 석회암 대수층에 관한 연구)

  • 한종상
    • Water for future
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    • v.16 no.3
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    • pp.171-179
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    • 1983
  • In the Jeon Cheon Basin, unconsolidated alluvium and marine clay beds overlying Tertiary conglomerate and impermeable mudstone, and Cambro-Ordovician sedimentary rocks composed of mainly cavernous limestones, and age-unknowned crystalline rocks are occured. Most productive rock is Cambro-Ordovician limestones containing a lot of solution openings and secondary porosities and shows its transmissivity of 1836$m^2$/day and storativity of 1.47 $\times$ $10^{-3}$. The storage of deep seated groundwater in linestone aquifer is estimated about 1059 $\times$ $10^6$ metric tons, being equivalent to 6 years total precipitation of the basin. The safe yield of the groundwater to be abstracted from the aquifer is about 126,000 tons/day. To pump at least 100,000 tons/day of groundwater from the said aquifer, a well field comprising 34 deep wells ranging in depth from 80 to 100 meter and penetrating the cavernous limestone aquifer shall be established at middle and down stream area.

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Water-Level Fluctuation due to Groundwater-Surface Water Interaction in Coastal Aquifers (해안대수층에서 지하수-지표수 상호작용에 의한 지하수위 변화)

  • Kim Kue-Young;Lee Cheol-Woo;Kim Yongje;Kim Taehee;Woo Nam-Chil
    • Journal of Soil and Groundwater Environment
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    • v.9 no.4
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    • pp.32-41
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    • 2004
  • Analysis of water-level fluctuation due to goundwater-surface water interaction in coastal aquifers is carried out by numerical modeling. The conceptual model used in this study has a stream boundary and a tidal boundary that forms a right angle and the stream partially penetrates the aquifer. We analyzed the effect of each boundary and the simultaneous effect of the two boundary conditions. The area of influence caused by the stream boundary increased during the simulation, while the influence zone of the coastal boundary was relatively constant. The groundwater level near the zone where two boundaries meet may rise by the action of combined effect of the two boundaries or may not change by cancelling the effect of each boundary. Thereafter, care must be taken when hydraulic parameters are estimated using sinusoidal oscillations of hydraulic head in coastal aquifers. Sensitivity analysis is employed to develop insight into the controls on groundwater level fluctuations. In this study our analyses focused on the effect of conductance and the stream width to the aquifer nearby.

A Case Study on Dry Stream Protection Design Using Causes Analysis of the Dry Stream Weakness Section (하천 건천화 취약구간 원인 분석을 통한 방지 대책: 설계사례)

  • Yoo, Chan-Ho;Park, Se-Young;Kang, Moon-Gu;Hwang, Jung-Soon;Oh, Byung-Sam
    • Proceedings of the Korean Geotechical Society Conference
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    • 2008.10a
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    • pp.1494-1501
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    • 2008
  • Recently, the demand of water resources is constantly increasing due to the substantial increase of population, economy, and living standard. However, it is expected that the water resources should undergo serious problems of poor quality of water as well as shortage of water supply in the near future. Additionally, thoughtless groundwater development have caused to dry river and stream. In this study, the effectiveness of dry stream protection plan is evaluated by using 3-D groundwater flow modeling for the study area which is located in Namyangju of Kyoungi Province. Aquifer tests are performed to obtain the input data of the model. To analyze causes of dry stream using modeling results that water balance is analyzed for situations of before and after closing the wells.

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Analysis of Analytical Models and Numerical Model for Evaluating Induced Infiltration Rate (유도침투량의 정량화를 위한 해석모형과 수치모형의 분석)

  • Lee, Do-Hun;Lee, Eun-Tae
    • Journal of Korea Water Resources Association
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    • v.32 no.3
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    • pp.301-310
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    • 1999
  • In this paper a numerical model and two analytical models in the hydraulically connected stream-aquifer system were analyzed to compare the induced infiltration rate curves derived from each model. And we also examined the effects of anisotropy of hydraulic conductivity and the direction of the ambient ground water flow on the quantification of the induced infiltration rate. The induced infiltration rate curve determined by models is very simple and useful for estimating the induced infiltration rate since it contains only four physical variables such as the induced infiltration rate, the pumping rate, the distance between the pumping well and the stream, and the ambient ground water flow rate. Under the conditions tested in this paper the induced infiltration rate curves resulted from the Wilson's analytical model and FEWA numerical model were in good agreement, and the anisotropic ratio of hydraulic conductivity was evaluated as a physical factor which influences the behaviour of the induced infiltration rate curve. The methods and results of the paper might Icad to improve the understanding of the induced infiltration phenomenon and can be applied to the planning and disign of pumping well and the optimal determination of the induced infiltration rate and pumping rate for water quality management of the water supply wells.

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Change of Groundwater-Streamflow Interaction according to Groundwater ion in a Green House Land (비닐하우스 지역의 지하수 양수에 따른 지하수-하천수 상호 유동 변화 분석)

  • Kim, Nam Won;Lee, Jeong Woo;Chung, Il Moon;Kim, Chang Hwan
    • Journal of Korea Water Resources Association
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    • v.45 no.10
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    • pp.1051-1067
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    • 2012
  • Increased use of water curtain facilities to keep green house warm during winter cultivation has been known to cause excessive groundwater ion which might lead to decline of groundwater level, resulting in streamflow depletion. Therefore it is required to quantitatively assess the effects of groundwater ion on the streamflow depletion such as magnitude and extent. The objective of this study is to assess the change of stream-aquifer interaction according to groundwater ion near stream. To this end, a green house cultivation land in Sooha-ri, Sindun-myun, Icheon-si, Gyonggi-do was selected as a field experimental site, and monitoring wells were established near and within stream to observe the water level and temperature changes over a long period of time. From the observed water level and temperature data, it was found that the river reach of interest changed to a losing stream pattern during the winter cultivation season due to groundwater level decline around pumping wells near the stream. The continuous exchange rates between stream and aquifer were estimated by plugging the observed water level data series into the experimental relation between head difference and exchange rate, showing the streamflow depletion by 16% of the groundwater pumping rate in Feb, 2011.