• Journal of Korea Water Resources Association
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• v.37 no.6
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• pp.499-507
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• 2004

In this study, the fully coupled SWAT-MODFLOW model is developed by using the type of embedment MODFLOW in SWAT. Since SWAT model has semi distributed features, its groundwater component can't consider distributed parameters such as hydraulic conductivity, storage coefficient and spatially variable natures such as distribution of groundwater heads and pumping rate and so forth. The main purpose of this study is to overcome these limitations. This linkage is completed considering the interaction between stream network and aquifer to reflect boundary flow. To correspond HRU in SWAT to grid in MODFLOW, HRU-GRID conversion tool using DEM is newly suggested. As groundwater recharge of MODFLOW can be estimated accurately by SWAT model, the reliability of groundwater discharge and total runoff of watershed could be greatly enhanced.

• Journal of Korea Water Resources Association
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• v.34 no.3
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• pp.241-251
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• 2001

A flow determination algorithm is proposed for the distributed hydrologic model. The advantages of a single flow direction scheme and multiple flow direction schemes are selectively considered to address the drawbacks of existing algorithms. A spatially varied flow apportioning factor is introduced in order to accommodate the accumulated area from upslope cells. The channel initiation threshold area(CIT) concept is expanded and integrated into the spatially distributed flow apportioning algorithm in order to delineate a realistic channel network. An application of a field example suggests that the linearly distributed flow apportioning scheme provides some advantages over existing approaches, such as the relaxation of over-dissipation problems near channel cells, the connectivity feature of river cells, the continuity of saturated areas and the negligence of the optimization of few parameters in existing algorithms. The effects of grid sizes are explored spatially as well as statistically.

• Journal of the Korean Institute of Rural Architecture
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• v.13 no.3
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• pp.21-28
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• 2011

This paper was able to indicate to the results the following thing that attempted a required potential development demand, through the contents and cost analysis in Rural Community Development Project. Nowadays, Rural Areas comparatively have a lot of development demands related to improvements environmental of residence life and construction of Urban-Rural Exchange Facility, on the other and, there is comparatively a few facilities demands regarding agriculture production. Demand is cold storage facilities and agricultural products direct sale facilities expansion to be able to raise value added of agricultural products as facilities related comparatively a little agriculture production, and an improvement of residence life comparatively has a lot of repair environmental uninhabited house repair, river-front and the roadside, rest shelter creation demands. However, that should be forecasted so that aging of rural, population decrease and development demand is caused by a lot of issues such as maintenances operation of many Urban-Rural Exchange Facilities and a similar program and content has a lot of them in bilateral adjacent zones. Therefore, in the future plan shall attempt efficiency operating facilities and a program through characterization and network of zone so that facilities and program can have complementary relation in the adjacent zones. And item development and an investor are necessary regarding new labor force supply for continuous value maintenance of space and returning to the farm that there were the reverse agriculture production and Amenity which are an rural village. Furthermore, developmental plan of rural village is necessary through the demand analyses that a citizen wishing for things.

• Journal of the Korean Association of Geographic Information Studies
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• v.15 no.3
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• pp.103-118
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• 2012

A distributed model can easily obtain discharge at any grids spatially distributed in a watershed. But if there are subwatersheds which have various characteristics in a watershed, it is needed to apply a model calibrated at each subwatershed to obtain reliable simulation results for each subwatershed. In this study, a multi-site calibration module that can calibrate a distributed model at each subwatershed using observed flow data was developed. Methods to select multi-site calibration parameters, to apply subwatershed parameters, and to set subwatershed network information are suggested. Classes to implement multi-site calibration technique are designed and a GUI was developed, and procedures for runoff modelling using subwatershed parameters were established. Multi-site calibration module was applied to Sunsan watershed($977km^2$) of Nakdong river basin. Application results showed that the multi-site calibration technique could be applied effectively to model the calibration for each subwatershed, and the simulation results of subwatershed were improved by the application of multi-site calibration.

• Proceedings of the Korea Water Resources Association Conference
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• 2010.05a
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• pp.813-816
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• 2010

최근 지속가능한 개발의 개념은 국제적으로 경제 개발과 환경 보전 사이에서 논쟁이 중심이 되고 있으며, 수자원 개발과 관리는 이들 논쟁에서 중요한 부분을 차지하고 있다. 이와 더불어 유역을 관리함에 있어 수자원을 이수, 치수 및 수질의 단일 문제로 인식하는 것이 아니라 통합적으로 인식하는 유역통합관리(Integrated Watershed Management, IWM)의 필요성이 대두되고 있다. 이에 본 연구는 유역통합관리에 앞서 유역의 상태 및 문제점을 파악하기 위한 방법으로 EEA (European Environment Agency)에서 개발한 추진력(Driving force)-압력(Pressure)-상태(State)-영향(Impact)-반응(Response) (DPSIR) 개념 이용하여 3개의 세부 지표인 이수지표, 치수지표, 수질지표로 구성된 하나의 통합 지수인 유역수자원평가지수를 개발하였다. 세부지표인 이수지표는 연속무강우일수, 인구밀도, 용수수요, 물재이용률 등 16개의 구성요소, 치수지표는 홍수범람위험 지역 내 거주 인구수, 홍수방어시설용량, 개수율, 100 mm 이상 강수일수 등 15개의 구성요소, 수질지표는 BOD (Biochemical Oxygen Demend) 부하량, 수질 등급, 연중 목표 수질 달성일수 등 13개의 구성요소로 이루어져있다. 이를 북한강 유역 중 북한 지역을 제외한 유역 즉, 수자원단위지도 상의 춘천댐권역(1010) ~ 청평댐권역(1015)의 6개 중권역에 적용하여 비교하였다. 세부지표의 주된 요소인 유출량의 모의를 위해 장기유출모형인 HSPF (Hydrological Simulation Program - Fortran)를 사용하였다. 모형에 입력된 유역평균강수량 자료는 1973년 ~ 2008년까지의 37년의 자료기간을 갖는 북한강유역의 5개 기상관측소 자료를 Thiessen network를 이용하여 산정하였다. 본 연구를 통해서 북한강 유역의 현재 수자원의 상태를 지수화하여 나타내고 그 결과를 비교해보았다. 이 결과는 유역 수자원의 파악하여 유역통합관리시 유역의 문제점을 파악하고 이를 수정하기 위한 의사결정 우선순위를 정하는데 사용될 수 있다.

• Proceedings of the Korea Water Resources Association Conference
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• 2010.05a
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• pp.894-899
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• 2010

국가적 차원에서 물을 사용하고 통제하는 일은 국민의 생활에 큰 영향을 주고 있기 때문에 대부분의 나라들은 주어진 여건에 맞게 효율적으로 물을 사용하고 홍수와 가뭄으로부터 국민의 생명과 재산을 보호하기 위해 많은 일들을 하고 있다. 이와 같은 목적으로 우리나라에서는 국가유량측정망을 구축하여 2007년부터 국가적인 차원에서 유량측정을 수행하고 있다. 하지만 국가유량측정망의 경우 유량자료의 제공에 주 목적이 포함되어 있어 실제 유량자료만이 아닌 수위자료만의 목적으로 운영되고 있는 수위관측소에 대한 평가가 부족한 것이 현실이다. 본 연구에서는 치수, 이수, 환경 목적을 위한 유량측정 지점 뿐만아니라 재난, 댐, 유지유량 관리 등과 같은 추가적인 목적으로 수위자료를 활용하는 지점들에 대하여 하천의 최상류 지점에서 하구까지 모든 지점에 대한 신뢰성 있는 수위정보를 실시간으로 파악할 수 있는 수위관측망을 구축하는데 목적을 두었다. 이를 위하여 금강홍수통제소, 한국수자원공사, 환경부에서 운영하는 수위관측소를 대상으로 홍수예보, 홍수 통제시설, 재난관리, 수자원 관리 및 공급, 수리권 갈등, 수질 등과 같은 다중목적을 적용하여 기존 관측소를 활용 목적별로 평가 하여, 각 기관의 중복투자에 따른 손실을 최소화 하고, 최적의 장소에 수위관측망을 구축하는 것이다. 이와 같이 도시, 댐 저수지 운영, 산간 및 농촌 지역 등의 현재 운영되고 있는 수위관측소 현황을 파악 한 결과 국토해양부 91개소, 한국수자원공사 18개소, 지자체 35개소, 환경부 26개소를 운영하고 있으며, 이중 환경부와 중복으로 검토된 지점은 15개 지점으로 나타났다. 최종적으로 수위관측소 운영 목적 및 지형학적 검토를 통하여 수위관측망을 검토한 결과 금강 권역의 하천 재난, 운영, 유지를 위해서 103개소의 수위관측소가 필요한 것으로 평가 되었다.

• Journal of Korea Water Resources Association
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• v.42 no.3
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• pp.259-270
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• 2009

The applicability of the developed distributed rainfall runoff model using a multi-directional flow allocation algorithm and a real-time updating algorithm was evaluated. The rainfall runoff processes were simulated for the events of the Andong dam basin and the Namgang dam basin using raingauge network data and weather radar rainfall data, respectively. Model parameters of the basins were estimated using previous storm event then those parameters were applied to a current storm event. The physical propriety of the multi-directional flow allocation algorithm for flow routing was validated by presenting the result of flow grouping for the Andong dam basin. Results demonstrated that the developed model has efficiency of simulation time with maintaining accuracy by applying the multi-directional flow allocation algorithm and it can obtain more accurate results by applying the real-time updating algorithm. In this study, we demonstrated the applicability of a distributed rainfall runoff model for the advanced basin-wide flood management.

• KIEAE Journal
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• v.10 no.1
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• pp.3-10
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• 2010

Riverside forests make a river bank stable because trees of them hold together the stone and soil by roots and decrease the speed of running fluid by trunks. So they become known to have positive effects on flood prevention. So This study will be a basic study to preserve and restore of riverside forests. The goal of this study is to classify types of Han riverside forests between Yangpyeng and Yeoju gun. and find out sites of planting. Results of this study can be summarized as follows; The evaluation indicators were set up based on literature review and site survey. Two indicator categories were developed: natural environment and human environment. And they were divided into 5 sub-categories for calculating weights. As for the major indicator categories, the weighted index of natural environment is at 0.5. And the weighted index of human environment is at 0.5 followed by access at 0.15, the range of user at 0.15, cultivated land at 0.1 and legislation at 0.1. This study selected 53 sites for riverside forests planting. They were classified with types of bank(11), level-upped riverside(32), island(10). The amount of the length of 11 bank types is 23,050m, the area of 32 level-upped riverside types is $4,490,000m^2$ and the area of 10 island types is $4,590,000m^2$. After the evaluation of 53 riverside forests, this study selected 12 sites of riverside forests. They were two bank types, nine level-upped riverside types, and one island type. Rebuilding riverside forests are to accomplish the green network which links and divides region. It will be one of the best ecological methods to construct friendly environmental region.

• Journal of Environmental Impact Assessment
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• v.21 no.1
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• pp.41-51
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• 2012

To select 10 representatives for the ecotourism networks around the areas bordering national rivers in Korea, the spatial ranges for ecotourism have been established, the ecotourism potential analyzed, and the ecotourism resources information collected by the Regional Environmental Offices and the Korea National Park Service has undergone reviews, amendments, supplements, and verification processes through familiarization tour previews, and the following main results have been derived. First, the spatial ranges of the eco-tourism networks have been set as the watershed areas that include areas around the four major rivers and the rivers. Second, the areas with high potential value for ecotourism were selected through the analysis of ecotourism potential. Since EGIS was used for the analysis, it was inevitable that insufficient amount of localized information was reflected, and the use of the results as reference for the potential would be feasible. Third, it was possible, by reviewing, amending and complementing the results of ecological resource information collected by the Regional Environmental Offices and the Korea National Park Service, to select 50 representative ecological resources around the national rivers. The selected resources were considered for the adjacency, attractiveness of ecological resources, and uniqueness of the national rivers, and they were derived by screening expert advice, official opinion, and geographical analysis information. Fourth, 10 representative ecotourism networks based on watershed areas were selected, and suitable themes were given based on the resource characteristics. Fifth, the appropriateness for ecotourism has been confirmed, with the familiarization tour previews and survey results, preservation of the future ecotourism resources, and the establishment of the foundation as the basis. In the future, the remaining 9 ecotourism networks would also need to undergo a verification process such as familiarization tours. It is deemed that, through future ecotourism contests, if the programs that select locally-pioneered tourism programs resulting from the capacities of local entities and residents, then it would be more effective in discovering resources that are more localized and of higher regional value.

• Proceedings of the Korea Water Resources Association Conference
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• 2012.05a
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• pp.612-612
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• 2012

최근 GIS를 이용하여 수리 수문학적인 지형인자를 생성할 수 있는 Arc Hydro 등의 다양한 GIS 기반 툴들이 개발되어 왔다. 예를 들어 Arc Hydro는 격자형 고도자료인 수치표고모델(Digital Elevation Model)을 통해 수자원에서 필요로 하는 유로연장, 유역경사 등의 지형인자를 산정할 수 있는 기능을 제공해 주고 있다. 하지만 기존의 GIS 기반 툴에서는 Manning의 평균유속 공식 등 하천수리학에서 매우 중요한 인자인 하천경사를 하천망을 따라 산정하고 표출하는 기능이 부족하였다. 또한 하천경사 산정에 사용되는 여러 GIS 툴을 통해서 제공되는 셀 경사 등 지형인자들의 기계적인 적용으로 정확한 하천경사의 산정에 문제가 있어왔다. 본 논문은 이러한 지형인자들의 적용성을 평가하고 다양한 이론적 하천경사 산정법을 GIS 상에 적용하여 상호 비교하여 최적화된 하천경사 산정방법을 제시하고자 한다. 연구 대상유역으로는 제주도를 선정하였으며, 대상 하천은 Arc Hydro를 이용하여 산정된 하천망의 형태를 수자원관리정보시스템(WAMIS), 위성사진 등과 비교한 후 시범 하천(한천)을 선택하여 여러 하천경사 산정법을 적용해 보았다. 적용된 산정법은 총 4가지로 첫 번째 방법은 수치표고모델의 주변 표고를 고려하여 산정된 기울기를 Arc Hydro를 이용하여 산정된 하천을 따라 산술평균하는 방법이며, 나머지 3가지 방법은 하천망을 따라 흐름방향의 거리와 수치표고모델의 표고를 수집한 후에 단순경사방법, 등면적경사방법, 등가경사방법에 적용하는 방법이다. 산정된 하천경사를 상대비교를 하여 대상유역에 대한 비교검토를 실시하였다. 모든 과정은 프로그램 개발을 통해 자동화 시켜 향후 다른 유역의 적용과 변화 가능한 지형정보를 신속하고 효율적인 예측을 가능할 수 있도록 하였다. 또한 주어진 하천망의 두 지점 사이의 종방향 경사를 산정하여 표출하는 기능을 추가하여 하천 경사의 표출방식을 향상시켰다. GIS를 이용하여 산정되어진 하천경사의 적용성이 충분하다면 Manning의 평균유속 공식에 적용할 수 있을 뿐만 아니라 다양한 하천분석이 용이해 질 것으로 예상된다.