• Title/Summary/Keyword: 갈수

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The Correlation between Groundwater Level and GOI with Snowmelt Effect in Ssangchun Watershed (쌍천유역의 지하수위와 융설 효과를 고려한 GOI의 상괸관계)

  • Yang, Jeong-Seok;Lim, Chang-Hwa;Park, Jae-Hyeon;Park, Chang-Kun
    • Journal of Korea Water Resources Association
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    • v.39 no.2 s.163
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    • pp.121-126
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    • 2006
  • Snowmelt effect is identified from the analysis of the relationship between precipitation and groundwater level(GWL) data and Severe drawdown of GWL is observed in drought. Groundwater dam Operation Index (GOI), which is developed for the optimal operation of groundwater dam, is calculated by taking common logarithm of the moving average(MA) of precipitation data for a certain period. The period can vary from watershed to watershed because the period is decided by picking the maximum correlation coefficient between GWL and GOI of several MAs of precipitation. For Ssangchun watershed, the correlation was the strongest when we apply 70 day MA for GOI calculation. Snowmelt effect is considered by applying the temperature change by elevation($0.5^{\circ}C$ decrease per 100m) and examining the areal distribution of the watershed by elevation. Snow event is assumed when the daily average temperature is below $0^{\circ}C$ and snowmelt is assumed when the temperature is above zero degree Celsius. Total snowmelt is assumed for the day. When the snow event is occurred the precipitation data is separated into two components, snow and rainfall. The areal distribution by elevation is used for the calculation in the separation. The correlation between GWL and GOI is higher when we consider snowmelt effect than we neglected it.

Sustainable Water Resources Planning to Prevent Streamflow Depletion in an Urban Watershed: 1. Methodology (도시유역의 건천화 방지를 위한 지속가능한 수자원 계획: 1. 방법론)

  • Lee, Kil-Seong;Cung, Eun-Sung;Kim, Young-Oh;Cho, Tak-Gun
    • Journal of Korea Water Resources Association
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    • v.39 no.11 s.172
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    • pp.935-946
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    • 2006
  • This study proposed a new procedure of sustainable water resources planning to prevent the urban streamflow depletion, based on the Heathcote's study in 1998: (1) to understand the watershed component and processes, (2) to identify and quantify problems within the watershed, (3) to set clear and specific goals, (4) to develop a list of management options, (5) to eliminate infeasible options, (6) to test the effectiveness of remaining feasible options, and (7) to develop the final options. PSR(Presure-State-Response) concept was used for the determination of indicators of PSD(Potential Streamflow Depletion; step 2) and effect equation (step 7) and composite programming for the calculation of PSD. The instreamflow requirement was proposed as clear and specific goal (step 3) and was determined by the larger of the PHABSIM's environmental flow and the drought flow. A continuous rainfall-runoff model is necessary to test the effectiveness of alternatives. It should estimate not only the exact runoff but also the effect of landuse change, reservoir, infiltration facility and so on like SWAT(Soil and Water Assessment Tool). The proposed procedure will be applied on the corresponding paper.

Estimation of Specific Yield Using Rainfall and Groundwater Levels at Shallow Groundwater Monitoring Sites (충적층 지하수 관측지점의 강우량 대비 지하수위 변동 자료를 활용한 비산출율 추정)

  • Kim, Gyoobum
    • Journal of the Korean GEO-environmental Society
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    • v.11 no.6
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    • pp.57-67
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    • 2010
  • Specific yield is an essential parameter of the water table fluctuation method for recharge calculation. Specific yield is not easily estimated because of limited availability of aquifer test data and soil samples at National Groundwater Monitoring Stations in South Korea. The linear relationship between rainfall and water level rise was used to estimate the specific yields of aquifer for 34 shallow monitoring wells which were grouped into three clusters. In the case of Cluster-1 and Cluster-2, this method was not applicable because of low cross correlation between rainfall and water level rise and also a long lag time of water level rise to rainfall. However, the specific yields for 19 monitoring wells belonging to Cluster-3, which have relatively high cross correlation and short lag time, within 2 days after rainfall, range from 0.06 to 0.27 with mean value of 0.17. These values are within the general range for sand and gravel sediments and similar to those from aquifer test data. A detailed field survey is required to identify monitoring sites that are not greatly affected by pumping, stream flow, evapotranspiration, or delayed response of water levels to rainfall, because these factors may cause overestimation of specific yield estimates.

Ancient Dujiangyan Irrigation System and Geographical Conditions in the Western Part of Sichuan Basin in China (중국(中國) 사천분지(四川盆地) 서부(西部)의 고대(古代) 관개시설(灌漑施設)과 지역적(地域的) 여건(與件) - 도강언(都江堰)의 경우 -)

  • Lee, Joon-Sun
    • Journal of the Korean association of regional geographers
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    • v.8 no.1
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    • pp.65-82
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    • 2002
  • This study tries to examine the characteristics of the ancient Dujiangyan Irrigation System and geographical conditions in the western part of Sichuan Basin in China. The Dujiangyan System constructed in the third century B.C is located at the mouth of gorge of the River Mi. This spot shows that its altitude above sea level is higher than that of the three other rivers in this district. Also, this river reaches the maximum discharge. These facts reveal the spot has the great potentiality as an ideal location for man-made channels. Li Bing realized the "three magical projects": Yuzui and Jinggang Dyke(a water dividing dyke), Baopingkou(a water inlet), and Feishayan(a spillway). The dyke divided the River Min into two parts. The inner river is connected to the Baopingkou. And the Feishayan discharges flood and silt from the inner river to the outer. These projects have composed a scientific irrigation and drainage network. Finally, in the Chengdu Plain were digged a dozen channels for irrigation. Some of them are connected eastward to the River Bu. Since then the Dujiangyan System has been bring great benefits to agricultural production. This resulted in the population increase and establishment of new counties which have made the plain a "Land of Abundance".

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The feasibility study for reclaimed wastewater reuse in Saek-dal of Jeju island (제주 색달하수처리장 방류수 재이용 타당성 평가)

  • Lee, Kwang-Ya;Kim, Hae-Do;Joo, Jin-Hun;Kim, Young-Jin;Kang, Su-Man
    • Proceedings of the Korea Water Resources Association Conference
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    • 2012.05a
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    • pp.439-439
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    • 2012
  • 본 연구의 목적은 색달하수처리장 방류수를 농업용수 및 조경용수 등으로 활용하기 위해 하수 처리수 재이용 사업 타당성을 분석하고자 한다. 색달하수처리장 하수재이용사업은 제주도의 지하수자원 보존과 수자원 이용의 고도화 및 방류수 재이용을 통한 갈수기 농업용수 보급으로 물자원(지하수)을 절약하고자 색달하수처리장을 대상으로 하수처리수를 농업용수로 공급하는 사업이다. 대상지역은 서귀포시 예래동에 위치하고 있으며, 중문관광단지가 소재한 마을로 제주관광의 중심지이다. 서귀포시의 총 인구는 153,797명이며 하수도 보급률은 77.7%이다('10 제주특별자치도 통계연보). 색달하수처리장이 위치한 예래동의 농지면적이 1,122ha이며, 밭(772.6)과 과수원(280.2) 등 제주도의 전형적인 농촌마을이다. 대상지역의 주요작물은 감귤, 무, 마늘, 양배추 등이 많이 재배된다. 제주도는 연평균 강수량이 1,832.6mm로 전국평균 1,274 mm 보다 많은 편이며, 월별 강수량은 6~8월까지 3개월 동안 연 강우량의 44%정도가 내려 여름 장마철에 집중되는 것으로 나타났다. 대상지구의 필요수량은 농업생산정비 계획설계기준에 제시된 방법을 이용하여 산정하였다. 지구내 재이용수를 공급할 관정 4개소의 총 설계 채수량은 $2,916m^3/day$, 급수면적은 125.0ha이며, 10년한발(가뭄)시 안정적인 농업용수 공급을 위하여 $4,964m^3/day$(농업용수 $3,834m^3/day$, 조경용수 $1,130m^3/day$)이 필요하다. 하수처리수 재이용을 위한 처리시설의 연간 유지관리비는 인건비, 전력비, 시설물 내구연한을 고려하여 적용 하였으며, 상수도 생산비 절감 비용과 하수재이용수 생산단가를 통한 단위 편익을 산정하면 401.5원/$m^3$ 이다. 연차별 수익으로 산정하여 비용 편익 비율(B/C Ratio)을 나타내면 1.22로 나타났다. 본 연구의 결과로부터, 대상지구의 수자원여건, 입지여건, 장래 수요, 등을 고려할 때, 제주 색달 하수처리장의 하수처리수의 농업용수재이용 사업은 타당성이 매우 높다고 할 수 있다. 그리고 특히 이 지역은 관광단지의 조경용수 수요(중문골프장 등)가 있어 용수의 유료공급이 가능하고 이를 유지관리비로 충당할 수 있어 타지역에 비해 사업의 경제성과 환경보전성이 매우 크다.

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Analysis of Effects of Groundwater Abstraction on Streamflow for Sinduncheon Watershed (신둔천 유역에 대한 지하수 이용이 하천유량에 미치는 영향 분석)

  • Kim, Nam Won;Lee, Jeongwoo;Chung, Il Moon;Sung, Gee Youne
    • Journal of Korea Water Resources Association
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    • v.45 no.12
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    • pp.1259-1273
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    • 2012
  • In this study, a watershed-based surface water and groundwater integrated model, SWAT-MODFLOW was used to quantify the stream flow depletion due to groundwater pumping for the Sinduncheon watershed. Complex water use conditions such as water taken from a stream, sewage disposal release, irrigation from agricultural reservoir, groundwater pumping were considered for simulations. In particular, the model was revised to reflect the effects of reservoir operation and return flow from the used groundwater on streamflow variation. The simulated results showed that the groundwater pumping at current status has induced the decrease of more than 10% in annual average streamflow and 40% in drought flow at the outlet of the Sinduncheon watershed, The simulated results also revealed that the vast water withdrawals at green house areas during winter season have dramatically changed streamflow from April to June. The streamflow depletion was mainly attributed to pumping wells located within the distance of 300 m from the stream for Sinduncheon watershed.

Analysis of Impacts of Land Cover Change on Runoff Using HSPF Model (HSPF 모형을 이용한 토지피복변화에 따른 유출 변화 분석)

  • Park, Min-Ji;Kwon, Hyung-Joong;Kim, Seong-Joon
    • Journal of Korea Water Resources Association
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    • v.38 no.6 s.155
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    • pp.495-504
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    • 2005
  • The objective of this study is to estimate the impacts of land cover change on the runoff behavior using Hydrologic Simulation Program-Fortran (HSPF) model and Landsat images. Land cover maps were prepared using three every ten years from 1980 to 2000 of the upper watershed ($258\;km^2$) of Gyeongan stream. Hydrologic parameters of HSPF were calibrated using observed data (1999 - 2000) and validated using observed data (2001, 2003) at Gyeongan gauge station. The simulation results showed that runoff volume and peak rate increased as $15.0\;km^2$ forest areas decreased and $19.3\;km^2$ urban areas increased for 20 years land use changes. The runoff volume showed a higher rate of increase in wet year (2003, 1709.4 mm) than in dry year (2001, 871.2 mm). The peak runoff increased $13.3\;\%$ in normal year (2000, 1257.3 mm) because the year has the highest rain intensity (241.3 mm/hr) among the test years. The runoff volume of a dry season and a wet season (May - September) in normal year 2000 increased $4.4\;\%$ and decreased $8.1\;\%$, respectively.

A Study on Optimization for Location and type of Dam Considering the Characteristic of Large Fault (대규모 단층특성을 고려한 최적 댐위치 및 형식 선정)

  • Kim, Han-Jung;Lyu, Young-Gwon;Kim, Young-Geun;Lim, Hee-Dae
    • Tunnel and Underground Space
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    • v.22 no.4
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    • pp.227-242
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    • 2012
  • Youngju multipurpose dam is planned to minimizing the damage by flood and obtaining the water for industrial use in Nakdong river region. Faults in rock mass have strong influences on the behaviors of dam structure. Thus, it is very important to analyse for the characteristics of fault rocks in dam design. However, due to the limitation of geotechnical investigation in design stages, engineers have to carry out the additional geological survey including directional boring to find the distribution of faults and the engineering properties of faults for stability of dam. Especially, the selection of location of dam and type of dam considering fault zone must be analyzed through various experimental and numerical analysis. In this study, various geological survey and field tests were carried out to analyse the characteristics of the large fault zone through the complex dam is designed in foundation region. Also, the distribution of structural geology, the shape of faults and the mechanical properties of fault rock were studied for the reasonable design of the location and type of dam for long-term stability of the complex dam.

Analysis of Long-Term Monitoring Data From the Geum River Estuary (금강 하구의 장기 관측 자료 분석)

  • JEONG YONC HOOW;KIM YEONC TAE;CHAE YOUN ZOO;RHEE CHOONC WOON;KO KYUNC RAN;KIM SOH YOUNG;JEONG JU YOUNG;YANG JAE SAM
    • The Sea:JOURNAL OF THE KOREAN SOCIETY OF OCEANOGRAPHY
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    • v.10 no.3
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    • pp.139-144
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    • 2005
  • To investigate the long-term variation of water qualities, we have daily monitored physio-chemical characteristics of surface water in the Geum River estuary from June 1996 to April 2004. We found that the water qualities were determined by three dominant factors : 1. fluvial input from Geum River ($28.3\%$), 2. chemical processes such as nitrification and phosphate addition originated from sediment resuspension and domestic sew- age input ($18.6\%$), 3. biological processes such as nutrient consumption by primary producers ($13.5\%$). The factor 1 (fluvial input) effectively affected the water quality of the estuary particularly during the normal or low river discharge. The factor 2 (chemical processes) and the factor 3 (biological processes) showed distinct seasonal differences due to their relative strengths of biological activities. The factor 3 was a governing parameter during the period of spring algal bloom in 2004. For the spring period, an empirical equation derived from the multi-regression analyses showed that the in-situ chlorophyll-a distributions in the estuarine water were successfully simulated by the phosphate concentrations and N/P ratios. Therefore we suggest that phosphate functions as a limiting factor for the primary productivity in the Geum River estuary for the dry season, especially during spring.

Algal Growth Potential Test (AGPT) in the Stream- Reservoir System of the Pyeongtaek Reservoir Watershed, Korea (평택호와 유역 하천에서 조류생장잠재력측정)

  • Hwang, Soon-Jin;Shin, Jae-Ki
    • Korean Journal of Ecology and Environment
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    • v.36 no.2 s.103
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    • pp.172-180
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    • 2003
  • For a biological assessment of Pyeongtaek Reservoir and its major influent streams, an algal growth potential test (AGPT) was conducted with the blue-green algae Microcystis aeruginosa in March, June, September and December, 2000. The range and average value of AGPT were from 0 to 463 mg dw/l and 90 mg dw/l, respectively. For the influent streams in particular, the average of AGPT was the in the Hwangguchi Stream (343 mg dw/l). It decreased to 158, 66, 29, 21, and 21 mg dw/l in the Sojong Stream, Songhwan Stream, Osan Stream, Chinwi Stream, and Ansong Stream, respectively. The AGPT values in the reservoir ranged from 0 to 138 mg dw/1(mean 54 mg dw/1) with a tendency to increase in the upstream, which was close to the influent streams. In general, the AGPT values decreased further in the downstream. Immediately after the abrupt increase in influent discharge in summer, the AGPT value in the downstream almost doubled due to the proliferation of blue-green algae. The water quality of Pyeongtaek Reservoir and its influent streams further deteriorated during the drought period. Similarly, the AGPT value was the highest during this period. The AGPT values showed the closest correlation with the content of P (r = 0.999, p<0,001). Thus, it could be concluded that the content of P is highly effective in the growth of algae. In the Pyeongtaek Reservoir Watershed, the AGPT values varied in space and time. It was also closely related to the nutrient content of influent streams. The AGPT values revealed that the water quality state was hypertrophic (> 20 mg dw/1). Thus, control of the aquatic environment is essential. AGPT is very useful in evaluating the fertility and pollution state of the water as well as determining the nutrients that limit the growth of algae.