• 한국농공학회지
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• 제10권2호
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• pp.1443-1453
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• 1968

The reservoir is one of the important partsof facilities for development of irrigation water in Korea. Accordingly, construction of the reservoir will be stressed in the field of future development of agricultural water resources. In the meantime, storage capacity is actually is limited to some extent with various conditions. Acreage of benefited area shall be determined according to such conditions as catchment area, precipitation and unit water requirment within benefited area. According to results of the past construction of the reservoir, the ratio of catchment area to benefited area would be 4:1 to 2.5:1 or catchment area is approximately 2.5 times larger and over than benefited area. In order words, it is the ordinary practice in the construction of reservoir that benefited area should be less than 1/2.5 times as large as catchment area. Moreover, limitation of catchment area would prevent largely the vast drought-stricken area from being benefited by irrigation facilites. This has been, in fact, caused by the fact that a good deal of water stored in the reservoir overflows wastefully through spillway of the reservoir at th time of flood season, and that only very little of the overflowed water is available for irrigation. However, if the more wasted water is stored during the flood season, the larger area of farmland can irrigated. That is, catchment area can reduced to less than 2.5 times as large as benefited area. On the other hand, it is afraid that such reduction should bring about the increase of unit storage capacity. And storage capacity being maximized, costs for construction of the reservoir will be raised too highly, thus making the economics feasibility unfavorable. The purpose of this study is to decide the ratio of catchment area to benefited area toward the minimum level as possible in consideration of the hydrological and economic aspects. Kopung Project which is located in Sosan-kun, Chungnam Province is taken as an example for the review and analysis in this study, and as an example for crop, rice is taken. After consideration of this project, we can find out that annual average inflow is 726mm and annual average water requirements is 811mm. And the ratio of catchment area to benefited area is 1.2:1. This means that catchment area can be reduced even to 1.2 times as large as benefited area. In conclusion, this study reveals that the construction of reservoir is feasible in view of economic and technical points provided that catchment area is more than 1.5 times as large as benefited area.

• 한국환경과학회지
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• 제24권4호
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• pp.505-514
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• 2015

The grid-based water balance of watershed scale was assessed in the mountainous area of Pyosun catchment in Jeju Island after analyzing precipitation, evapotranspiration, and runoff from January 2008 to December 2013. The existing results of direct runoff, evapotranspirtion, and groundwater recharge comparing to precipitation were presented 22.0%, 25.6%, and 52.4%, respectively, in Pyosun catchment. However, this study indicated each component shows 14.5%, 24.2%, and 61.0%, respectively, in the mountainous area of Pyosun catchment. Therefore, groundwater recharge rate in the mountainous area appears higher than 10% comparing to the overall catchment. It would be analyzed that the amount of direct runoff is relatively small. Moreover, this difference could be generated because of the spatial discontinuities in the process of estimating the total amount of precipitation in the mountainous area. Therefore, the grid-based spatial analysis to maximize the spatial continuity would be useful for providing a more reasonable result when the total amount of water resources are evaluated in mountainous areas in the future.

• 한국콘텐츠학회논문지
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• 제17권8호
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• pp.483-489
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• 2017

본 연구는 저출산 고령화시대의 가장 중요한 공공시설이자 핵가족화 및 여성사회참여 등의 사회변화로 그 중요성이 커져가고 있는 어린이집에 대하여 그 이용권을 분석하고자 하였다. 이를 위해 본 연구에서는 수원시의 시립어린이집 32개소의 2,174명의 아이들에 대한 이용실태를 조사하여 통행수단별 이용권을 도출하였다. 분석 결과, 영아(0~2세) 과정의 대부분은 차량을 통해 어린이집을 이용하고 있었으며, 90%ile에 해당하는 이용권은 약 3km로 나타났다. 다음으로 누리(3~5세) 과정의 아이들 중 걸어서 어린이집에 등원하는 경우의 85%ile에 해당하는 이용권은 약 500m로 나타났으며, 차량을 이용하는 경우 90%ile에 해당하는 이용권역은 약 1.3km로 나타났다. 본 연구는 다음과 같은 시사점을 제공한다. 누리과정과 영아과정의 차량 이용권역을 고려할 때, 생활권별 1개소 이상의 어린이집 설치가 필요하다. 특히, 영아과정의 보육서비스를 제공하는 어린이집이 시급히 확충될 필요가 있다. 다음으로 어린이집 중심의 보행환경 개선사업이 필요하다.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2007년도 학술발표회 논문집
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• pp.253-257
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• 2007

Channel-aquifer interaction is one of the key hydrological processes that determine water flows in the stream/river channel. Field measurements of channel-aquifer interaction, however, is very difficult and costly, particularly when one intends to understand its variations across a catchment for a long period. Hydrological simulations using a catchment model are a relatively easier and cheaper alternative provided the model structure is appropriate for describing channel-aquifer interaction. In this study, a catchment model called CAMEL (Chemicals from Agricultural Management and Erosion Losses) is used for estimating channel-aquifer interaction over time and space. CAMEL is a distributed catchment model to simulate transformation and transport processes of sediment and pollutants as well as water flows at the catchment scale. In the model, a catchment is represented using a network of square columns each of which is comprised of various storages of water. CAMEL explicitly simulates both surface and subsurface processes including channel-aquifer interaction. This paper presents an application study results of CAMEL for the Tarland Burn Catchment, a small (catchment area $52\;km^2$) rural catchment in Scotland, UK, demonstrating some of the channel-aquifer interaction dynamics across the catchment during a 2-year period.

• 한국농공학회지
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• 제32권4호
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• pp.27-43
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• 1990

This study aimed at developing a generalized model on the estimation of the long - term run - off volume for practical purpose. During the research period of last 3 years( 1986-1988), 3 types of estimation model on the long - term run - off volume(Effective rainfall model, unit hydrograph model and barne's model for dry season) had been developed by the author. In this study, through regressional analysis between determinant factors (bi of effective rainfall model, ai of unit hydrograph model and Wi of barne's model) and catchment characteris- tics(catchment area, distance round the catchment area, massing degree coefficient, river - exte- nsion, river - slope, river - density, infiltration of Watershed) of 11 test case areas by multiple regressional method, a new methodology on the derivation of determinant factors from catchment characteristics in the watershed areas having no hydrological station was developed. Therefore, in the resulting step, estimation equations on run - off volume for practical purpose of which input facor is only rainfall were developed. In the next stage, the derived equations were applied on the Kang - and Namgye - river catchment areas for checking of their goodness. The test results were as follows ; 1. In Kang - river area, average relative estimation errors of 72 hydrographs and of continuous daily run - off volume for 245 days( 1/5/1982 - 31/12) were calculated as 6.09%, 9.58% respectively. 2. In Namgye - river area, average relative estimation errors of 65 hydrographs and of conti- nuous daily run - off volume for 2fl days(5/4/1980-31/12) were 5.68%, 10.5% respectively. In both cases, relative estimation error was averaged as 7.96%, and so, the methodology in this study might be hetter organized than Kaziyama's formula when comparing with the relative error of the latter, 24~54%. However, two case studies cannot be the base materials enough for the full generalization of the model. So, in the future studies, many test case studies of this model should he carries out in the various catchment areas for making its generalization.

• 한국지역지리학회지
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• 제23권2호
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• pp.388-402
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• 2017

본 연구는 중력모델 기반의 접근도 분석 모델을 수정 보완하여 연령별 응급의료 서비스의 접근도를 분석한 내용이다. 보건의료 접근도 분석에 적용되고 있는 Two-Step Floating Catchment Area(2SFCA) 모델을 보완하여 임계거리 차별화, 거리조락 반영, 연령별 응급의료 이용가중치, 관내 응급의료기관 선택가중치 등을 반영하였다. 개선된 접근도 모델(Modified Three-Step Floating Catchment Area model, M3SFCA)을 통해 충청남도 응급의료기관의 공간적 접근성 분석을 하였다. 분석 결과는 다음과 같다. 첫째, 유소년층, 청장년층, 노년층 모두 응급의료기관을 중심으로 접근성이 높고, 임계거리가 중첩되는 지역에서 접근성이 높았다. 둘째, 시군 연령별 공간적 접근성은 연령대별로 지역차가 뚜렷하며, 전반적으로 북부지역이 남부지역보다 접근성이 높게 나타났다. 셋째, 연령별로 접근성 차이가 발생한 이유는 연령별 임계거리, 응급의료기관 이용비중, 관내 기관 이용비중이 각각 다르며, 연령별 총 인구수의 차이로 나타났다. 마지막으로 본 연구는 응급의료 접근도 모델 개선을 통해 이론적 연구를 통한 실제 현장의 활용성의 가능성과 잠재성을 확인하였다. 연구 결과를 바탕으로 보건의료 및 응급의료 관련 정책 개발 및 활용에 기여할 것으로 기대한다.

• 한국태양에너지학회 논문집
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• 제34권5호
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• pp.11-22
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• 2014

It is usual to determine silver-town location by people's experienced knowledge or intuition considering many different type of thematic variables simultaneously. This paper is primarily intended to locate sunny silver-town according to catchment-wide solar radiation as single key variable. GIS based solar simulation realistically identified catchment-wide solar radiation in the study area using large scale spatial precision. More than 90% over the worst catchment were identified shadow surfaces while the optimal catchment was heavily covered by sunny radiation surfaces. It is confirmed that standard GIS technology can offers the viable method of measuring and comparing the catchment-wide solar radiation. Guidelines for a replicable methodology are presented to provide a strong theoretical basis for the standardization of factors involved in locating the sunny silver-town; delineation of catchment boundary, solar simulation, catchment-wide comparison etc. They could be used as an evidence to determine sunny catchment in comparison with other catchment, based solar simulation. It is anticipated that this research output could be used as a valuable reference to confirm the potential of introducing the new concept of "catchment specific solar radiation" to support more scientific and objective decision-making in the process of locating silver town.

• 한국환경과학회지
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• 제2권2호
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• pp.153-160
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• 1993

산지유역에서 토사공급과 이동에 관한 문제는 동적지형학뿐만 아니 수문학적 순환의 입장에서 매우 중요하다. 토사유출 자연의 개변정도등 지형학적 요인에 크게 지배된다. 본 연구에서는 강우시 자연의 개변정도가 서로 다른 유역에서 유출되는 부류토량을 비교하여 부류토사 유출과정과 메타니즘을 알아 보았다. 강우강도가 유사한 30mm의 비가 내렸을때 채석장이 분포하고 있는 인공개변유역의 부유토사농도는 최고 27,000mg/l인 반면, 백연유역의 부유토사농도는 270mg/l에 불과해 100배 정도의 농도차이가 나타났다. 또 인공개역중에서도 인공개변도에 따라 최대부유토사양도 6,400mg/l에서 27,000mg/l까지 다양하게 관측되었다. 일반적으로 부유토사 공급원은 자연유역의 경우 하상, 하안, 그리고 하도주변하도입이며, 인공개변유역은 사면등의 하도외 지역이다.

• 한국물환경학회지
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• 제27권4호
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• pp.475-485
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• 2011

Lake Sihwa has a very unique watershed environment, surrounded by industrial, urban and rural catchment area with different land use. The first flush phenomenon was investigated in 3 catchment area. 4TG, representing the industrial area, shows rapid discharges of highly concentrated pollutants during the early stages of a storm and it is indicating a strong first flush effect. At AS, representing the urban area, the pollutant concentration reached its peak approximately 2~3 hours after the start of storm, which is a strong first flush effect did not appear. JJB and MS represent the rural areas, the PEMC analysis results suggest that highly concentrated pollutants were discharged during the middle and latter stages of a storm, instead of early pollutant runoff due to the effects of rainwater runoff.

• 한국재난정보학회 논문집
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• 제10권1호
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• pp.49-60
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• 2014

수도권 광역급행철도 사업의 추진에 따라 해당 사업의 수요분석에 있어서 철도역의 영향권 설정 문제가 대두되었다. 이에 본 연구는 수도권 광역급행철도의 특성에 부합하는 철도역 영향권 설정방안을 제시하였다. 선행연구 및 접근통행 실태조사를 통해 노선의 특성 및 접근수단에 따라 영향권이 달라질 수 있음을 확인하였고, 광역급행철도를 별도의 수단으로 하는 수단선택모형을 구축하고 수단별 접근시간 모수추정치를 비교하였다. 이를 통해 광역급행철도의 영향권이 기존 광역도시철도에 비해 2.5배 가량 확대될 수 있음을 보였다. 이는 수요분석에 있어서 10% 이상의 차이를 낼 수 있어서 향후 수도권 광역급행철도의 합리적 수요분석을 위해서는 확대된 영향권의 설정이 필요하다고 하겠다.