• Title/Summary/Keyword: 지표흐름

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A Study of the Management of Groundwater Reservoir by Numerical Three Dimensional Flow Model (3차원 흐름모델을 이용한 지하저수지의 관리에 대한 연구)

  • 신방웅;김희성
    • The Journal of Engineering Geology
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    • v.5 no.3
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    • pp.289-300
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    • 1995
  • At the initial stage of the underground reservoir design one should thoroughly consider surface and subsurface hydrology, hydrogeologic characteristics of aquifer system, and the function of cut - off wall because it is linked to the effective management. In this study, three dimensional finite difference model was applied to analyse the function of Ian underground reservoir at Kyungbuk Province. The steady and unsteady state conditions after construction of the underground dam were simulated through the model, and from these results the groundwater budget and the safe yield were determined. The model simulation indicates the infiltration of irrigation water to be one of the major factors of seasonal fluctuation of groundwater level. The recharge rates of irrigation water were estimated as 4.3mm/d during May and June, and 1.7mm/d during July and Agust. Groundwater recharge from the watershed area estimated to about $0.04m^3/s$, almost consistent through the year. In 1984, groundwater discharge through the transverse section of the dam was $0.002m^3/s$ and the optimum yield for two momths(July and Aguest)was $254000m^3$, however, the discharge became $0.013m^3/s$ in1993, implying the failure of cut -off function. without appropaiate of the cut - off wall, optiumum yield during the irrigaton period would be $93, 000m^3$.

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Flow Analysis of Urban Combined Sewer by Personal Computer (개인 전산기를 이용한 도시합류관거의 흐름해석)

  • Jun, Byung Ho;Lee, Hyung Gee;Koo, Ja Kong;Shin, Hang Sik
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.8 no.1
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    • pp.127-140
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    • 1988
  • The management of sewage and rainfall runoff becomes an emerging problem with the growth of urban communities. From the uncontrollable excess intensity or amount of rainfall, the conditions of sewer surcharge or manhole overflow could be generated in the combined sewer network where municipal or industrial wastewaters and rainfall runoff flow. The predictive model far the prevention of property and human life losses from this inundation was studied in this research. In the development of a mathematical flow model for the combined sewer surcharge and overflow, the Preissmann Slot concept and the four-point implicit method of finite difference were utilized. For the usage in personal computer, the overlapping segment method that required less memory storage was adopted. Through the simulation of hypothetical sewer network, the conservation of discharge volume was checked, and the usefulness of the Preissmann Slot was assured from the temporal distribution of discharge and depth along the sewer network. Also the possible field application for the correction of sewer diameters and slopes in the design of sewer network which has no surcharge/overflow condition was suggested.

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Estimating the Influence of the Riffle and Pool on the Habitat of Fish (여울과 소의 형성 조건에 따른 어류 서식처 환경 영향)

  • Sung, Young-Du;Park, Bong-Jin;Lee, Sam-Hee;Cjung, Kwan-Sue
    • Proceedings of the Korea Water Resources Association Conference
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    • 2006.05a
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    • pp.1007-1011
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    • 2006
  • 본 연구에서는 어류 생태계 유지를 위해 필요한 생태학적 추천유량을 산정하고, 어류의 서식처 환경인 여울과 웅덩이의 형성조건을 검토함으로써 '작용'인 '흐름'과 '응답'인 '하상구조'와의 상관 관계를 규명하고자 하였다. 본 연구의 대상하천인 금호강에서는 하상변동이 활발한 자연 상태를 벗어나 하상의 이동성 상당히 둔화된 상태이며, 저수로내 여울과 웅덩이도 대표어종이 서식할 수 있는 자갈하상 구조에 변화가 일어나고 있는 것으로 분석되었다. 이것은 금호강 상류에 영천댐 건설의 영향이 어느 정도 미치고 있음을 유황분석 결과를 통해 간접적으로 파악할 수 있었다. 댐과 같은 수공구조물의 건설로 인하여 하도가 고정화된 상태에서 장기간에 걸치게 되면 여울과 웅덩이와 같은 하상구조가 축소되거나 소멸되어 금호강에서의 대표어종 서식처 환경에 영향을 미칠 것으로 추정된다. 금번 연구결과, 금호강에서 어류의 생식에 필요한 생태학적 추천유량 $8.2m^3/sec$가 필요하였으며, 어류의 서식처 환경인 여울과 웅덩이를 지속적으로 유지되기 위해서는 $250m^3/sec$ 이상의 유량이 연간 한번 이상 흘러야 하고, 2.5년 내지 3년 마다 약 $500m^3/sec$ 정도의 유량이 흐를 필요가 있다고 분석되었다. 본 연구 대상지점에서 흐름과 하상구조를 하천생태계와 연계해서 볼 때, 생태추천유량은 어디까지나 대표어종이 서식할 수 있는 최소조건에 불과하다. 대표어종이 장기간에 걸쳐 서식할 수 있는 하상구조가 존재하기 위해서는 대표어종이 선호하는 여울과 웅덩이가 필요하다. 결국 대표어종이 서식하기 위한 필요충분조건은 생태추천유량 확보와 아울러 대표어종이 선호하는 하상구조를 유지하기 위해서는 하도의 이동성을 유발할 유황변화가 필요하다는 것이 입증되었다.대상으로 연중 발생하는 큰 호우사상에 대해 임의의 강우관측소를 결측지점으로 가정하고 주변의 강우관측소로부터 각각의 방법을 이용해 가중치들을 산정하여 결측지점의 강우량 값을 보정하고자 하였다. 또한 각각의 방법을 이용하여 얻어진 결과에 대해 실측값과 보정값의 오차정도를 평균절대오차법(Mean Absolute Error)과 제곱평균제곱근오차법(Root Mean Squared Error)에 의해 산정하여 보정 방법간의 효율성을 검토하고자 하였다.9년, 그리고 2010년${\sim}$2019년까지 총 4구간으로 나누어 결과를 도출하였으며 예상한 바와 같이 후반기 20년 동안에 세 가지 지표가 취약해 지는 것을 확인할 수 있었고, 특히 2000년부터 2009년까지 10년 동안에는 더욱 취약해짐을 확인할 수 있었다.를 보임에 따라 그 정책적 효과는 때로 역기능적인 결과로 초래하였다. 그럼에도 불구하고 이 연구결과를 통하여 최소한 주식시장(株式市場)에서 위탁증거금제도는 그 제도적 의의가 여전히 있다는 사실이 확인되었다. 또한 우리나라 주식시장에서 통상 과열투기 행위가 빈번히 일어나 주식시장을 교란시킴으로써 건전한 투자풍토조성에 저해된다는 저간의 우려가 매우 커왔으나 표본 기간동안에 대하여 실증분석을 한 결과 주식시장 전체적으로 볼 때 주가변동율(株價變動率), 특히 초과주가변동율(超過株價變動率)에 미치는 영향이 그다지 심각한 정도는 아니었으며 오히려 우리나라의 주식시장은 미국시장에 비해 주가가 비교적 안정적인 수준을 유지해 왔다고 볼 수 있다.36.4%)와 외식을 선호(29.1%)${\lrcorner}$ 하기 때문에 패스트푸드를 이용하게 된 것으로 응답 하였으며, 남 여 대학생간에는 유의한 차이(p<0.05)가 인정되었다. 응답자의 체형은 ${\ulco

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First flush modeling of the radial type surface runoff and a placement strategy for stormwater inlets to improve the effectiveness of the first flush treatment in a small impervious catchment (방사형 강우 유출의 초기세척 모의 및 소규모 불투수 배수구역에서의 초기우수 처리효과 상승을 위한 집수시설 배치 방안)

  • Kang, Joo-Hyon;Lee, Dong Hoon;Kim, Jin Hwi
    • Journal of Wetlands Research
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    • v.19 no.4
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    • pp.375-382
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    • 2017
  • In this study, general characteristics of dynamic behavior of stormwater runoff from a small impervious catchment was investigated from a series of simulations for a radial type surface runoff. Based on the simulation results, a better placement strategy for stormwater inlets to improve performance of a structural best management practice (BMP) was suggested. The degree of pollutant first flush from an ideal radial type impervious catchment was simulated using a 1-D diffusion wave equation coupled with a pollutant transport equation. The results showed that the first flush of the chemical oxygen demand was the strongest when the catchment length ranged 30-50m at a bed slope of 0.02. This result suggested that a required degree of the first flush can be intentionally obtained by just changing the locations and numbers of stormwater inlets, and thereby adjusting the catchment length. Particularly, the overall performance of a structural BMP in reducing pollutant load can be improved by placing the stormwater inlets at locations for obtaining a required first flush strength.

Study on methods of minimizing the reverse logistics in e-Commerce - Focused on the B2C - (전자상거래의 역물류 최소화를 위한 효율적 관리 방안 - B2C 거래를 중심으로 -)

  • Im, Yong-Taek;Seo, Seon-Ae
    • Journal of Korea Port Economic Association
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    • v.24 no.3
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    • pp.147-165
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    • 2008
  • Since 2000, e-commerce has been increased continuously in its quantity and quality. The growth of e-commerce has resulted in some diversities of distribution channels, and its characteristics of not-spot trading and limited market scale has urged the on-line market to play a role of assistance to off-line market. e-Commerce causes not only the flow of forward logistics, but also that of reverse logistics with every purchasing, which is a very critical factor to hesitate for consumers to purchase the products as well as increase the price of the products. Concern about the reverse logistics by sellers and buyers influences the level of price and purchasing activity of consumers. This study firstly is to lift the awareness of the efficient control of reverse logistics with reviewing the recent change of logistics environment and phenomena of reverse logistics. Secondly we find the factors generating the reverse logistics and look into its questions, and thirdly offer not only the ways to minimize the phenomena of reverse logistics, but also a efficient control system for reverse logistics. We additionally aim to contribute to prevent the price of the products from rising and raise the customers' satisfaction through minimizing the phase of reverse logistics.

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Case Study on the Hazard Susceptibility Prediction of Debris Flows using Surface Water Concentration Analysis and the Distinct Element Method (수계 집중도 분석 및 개별요소법을 이용한 토석류 위험도 예측 사례 연구)

  • Lee, Jong-Hyun;Kim, Seung-Hyun;Ryu, Sang-Hoon;Koo, Ho-Bon;Kim, Sung-Wook
    • The Journal of Engineering Geology
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    • v.22 no.3
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    • pp.283-291
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    • 2012
  • Various studies regarding the prediction of landslides are underway internationally. Research into disaster prevention with regard to debris flows is a particular focus of research because this type of landslide can cause enormous damage over a short period. The objective of this study is to determine the hazard susceptibility of debris flow via predictions of surface water concentrations based on the concept that a debris flow is similar to a surface water flow, as it is influenced by mountain topography. This study considered urban areas affected by large debris flows or landslides. Digital mapping (including the slope and upslope contributing areas) and the wetness index were used to determine the relevant topographic factors and the hydrology of the area. We determined the hazard susceptibility of debris flow by predicting the surface water concentration based on the topography of the surrounding mountainous terrain. Results obtained using the distinct element method were used to derive a correlation equation between the weight and the impact force of the debris flow. We consider that in using a correlation equation, this method could assist in the effective installation of debris-flow-prevention structures.

CO2 Emission Structure Analysis with Environmental Input-Output Table 2000 (환경산업연관표 2000을 이용한 산업부문의 이산화탄소(CO2) 발생 분석)

  • Kim, Yoon Kyung
    • Environmental and Resource Economics Review
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    • v.15 no.3
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    • pp.425-450
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    • 2006
  • The index of energy intensity(energy/GDP) has been a primary policy concern since it can clarify industry sectors which use energy intensively and generate $CO_2$ emission heavily. Although energy intensity index may be suitable for estimating $CO_2$ emission from an isolated industry sector, we need an index for induced $CO_2$ emission since industrial activities are interconnected in terms of input and output. By employing Environmental Input-Output Table 2000, this paper analyses the flow of energy demand and pollutants after first estimating an induced $CO_2$ emissions from various industrial sectors and economic activities. The paper reports higher induced $CO_2$ emissions from industry sectors with larger energy intensity since they produces goods or services retaining relatively considerable environmental load. Furthermore, it is shown that environmental load and $CO_2$ emissions in overall economy are likely increasing when the products of energy intensive industrial sector is used as inputs for less intensive sectors' production process. The result suggests we need consistent policy efforts to reduce energy intensity to lower $CO_2$ emissions.

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Spatial and Seasonal Variability of Soil Moisture Properties along Transect Line on a Forest Hillslope in the Cheong-Mi Catchment (청미천 유역 내 산림사면에서 단면선에 따른 토양수분특성의 공간적 계절적 변동)

  • Gwak, Yong-Seok;Kim, Sang-Hyun;Jung, Sung-Won;Lee, Yeon-Gil;Lee, Jung-Hoon;Kim, Su-Jin
    • Korean Journal of Agricultural and Forest Meteorology
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    • v.17 no.1
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    • pp.45-57
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    • 2015
  • Soil moisture is critical for understanding the spatial-temporal variability of hydrologic processes. The distributions of soil moisture have been explored along transect line in hillslope hydrology. In this study, we measured several soil moistures along transect lines during ten-month period at a hillslope located the Cheong-mi catchment. The soil moisture properties were expressed by simple statistical methods (average, standard deviation, and recession slope) and analyzed in terms of soil depths and transects from the seasonal context. Supplementary studies were also performed about the effect of location, topography and soil texture to the soil moisture responses. The spatial distributions of average soil moisture at deep soil layer were distinguished from those at near surface due to the possibility of expected factors such as subsurface lateral flow from upslope, preferential flow and existence of bedrock. The soil moistures in combined line affected from significant contribution of upper transect line were relatively higher(wetter), low variability compared to those in other transect lines and seemed to be under stabilization process. There are confirmed heterogeneity of soil moisture variation related with preferential flow and significant influence of soil texture for soil moisture properties in upslope.

Experimental Study to Parameterize Salt-Wedge Formations in Coastal Aquifer (해안대수층에서 담수-염수 경계면 형성에 영향을 미치는 조건에 대한 실험적 연구)

  • Park, Hwa-Jun;Kim, Won-Il;Ho, Jung-Seok;Ahn, Won-Sik
    • Journal of Korea Water Resources Association
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    • v.42 no.11
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    • pp.1005-1015
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    • 2009
  • Saltwater intrusion in coastal aquifer was investigated using a laboratory model. Salt-wedge profiles were reproduced in a porous media tank 140 cm long, 70 cm high, and 10 cm wide. The experiments were performed with various conditions of porous media hydraulic conductivity, salinity, and ground surface slope to assess relationships on salt wedge location and inclination. Salt-wedge profiles induced by saltwater intrusion were observed in porous media equilibrium state, and compared with previously derived formulas of the Glover (1959), Henry (1959) and Strack (1976). It was found that salt-wedge shape and formations were affected by the water level ratio ($H_F/H_S$) due to high hydraulic conductivity, saltwater salinity and ground surface slope. High $H_F/H_S$ of porous media having high hydraulic conductivity shifted the saltwater interface toward the saltwater reservoir. Increasing surface slope of the porous media caused the salt-wedge profile inclination to decrease. Saltwater salinity also contributed to the location of saltwater interface, yet the impact was not more significant than hydraulic conductivity.

Development of a 2 Dimensional Numerical Landscape Evolution Model on a Geological Time Scale (2차원 지질시간 규모 수치지형발달모형의 개발)

  • Byun, Jong-Min;Kim, Jong-Wook
    • Journal of the Korean Geographical Society
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    • v.46 no.6
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    • pp.673-692
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    • 2011
  • Advances in computer technology have enabled us to develop and use numerical landscape evolution models (NLEMs) for exploring the dynamics of geomorphic system from a variety of viewpoints which previously could have not been taken. However, as of yet there have been no trials using or developing NLEMs in Korea. The purpose of this research is to develop a 2 dimensional NLEM on a geological time scale and evaluate its usefulness. The newly developed NLEM (ND-NLEM) treats bedrock weathering as one of the major geomorphic processes and attempts to simulate the thickness of soil. As such it is possible to model the weathering-limited as well as the transport-limited environment on hillslopes. Moreover the ND-NLEM includes not only slow and continuous mass transport like soil creep, but also rapid and discrete mass transport like landslides. Bedrock incision is simulated in the ND-NLEM where fluvial transport capacity is large enough to move all channel bed loads, such that ND-NLEM can model the detachment-limited environment. Furthermore the ND-NLEM adopts the D-infinity algorithm when routing flows in the model domain, so it reduces distortion due to the use of the steepest descent slope flow direction algorithm. In the experiments to evaluate the usefulness of the ND-NLEM, characteristics of the channel network observed from the model results were similar to those of the case study area for comparison, and the hypsometry curve log during the experiment showed rational evidence of landscape evolution. Therefore, the ND-NLEM is shown to be useful for simulating landscape evolution on a geological time scale.