• Journal of Korea Water Resources Association
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• v.38 no.9 s.158
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• pp.713-725
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• 2005

The objective of this study is to evaluate the applicability and simulation capability of PRMS, developed by U.S. Geological Survey, over the seven multi-purpose dam watersheds in Korea. The basic concepts of model components and their parameters are investigated for the evaluation of model applicability and the possibility of model parameter estimation is suggested based on the data availibility. For model parameter estimation, some parameters are directly estimated from measurable basin characteristics, but the others are estimated by Rosenbrock's automatic optimization scheme. The results show that the simulated flows from the model were very close to the observed ones. Although the default values for snowmelt model parameter are used, the results from snowmelt simulation is also acceptable. The model shows that the simulation capability is not sensitive to the basin size, however, according to increasing basin area, simulation characteristics are close to those for lumped model rather than semi-distributed model.

• Proceedings of the Korea Water Resources Association Conference
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• 2018.05a
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• pp.423-423
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• 2018

전세계적으로 집중호우, 홍수, 가뭄 등 기상이변이 빈번히 발생하고 있으며, 홍수기와 갈수기가 뚜렷해지고, 이에 따라 수자원 확보에 애로사항이 발생하고 있다. 이를 해결하기 위하여 정부는 "물의 재이용촉진 및 지원에 관한 법률"을 재정하여 효율적인 빗물 관리에 주력을 하고 있으나, 체계적인 빗물관리는 미흡한 실정이다. 즉 수자원을 효율적으로 보관하고 관리할 시스템 구축이 필요하다. 본 연구에서는 재배 작물에 대한 농업용수 확보를 위한 빗물저류조를 시공 및 모니터링을 하기 위하여 먼저 보은군 회인면 오동리의 기상 및 수문특성 조사를 실시하였고, 확률강우량을 산정하기 위해 보은기상관측소의 지속기간별 강우 자료를 수집하여 확률분포를 선정하고 매개변수를 산정하였다. 이에 따른 적합도 검정 결과 최적 확률분포형을 산정하였다. 분석한 결과를 통해 대상지역의 집수되는 면적에 내리는 유출량을 산정하였으며, 집수되는 유형은 지붕으로서 그에 대한 면적은 $120.0m^2$로 측정되었고, 지붕에 대한 유출계수로서 0.9의 값을 적용하였다. 지붕에서 집수되는 유출량의 값을 산정하였으며, 6월의 50년 빈도에서 부족한 9.4톤은 집수된 유출량으로 보충할 수 있는 것으로 판단된다. 따라서 50년 빈도의 10톤을 저류할 빗물은 저류조에서 30%의 여유율을 두어 13톤으로 저류조를 설계하는 것이 적정할 것으로 판단된다. 현재 빗물자원의 대부분은 바다로 유입되어 소모되거나, 하수로 유입되어 불필요한 고도처리공정이 진행되고, 하수처리장 용량에 과부하를 발생시키는 등 막대한 예산이 투입되고 있다. 갈수기시 농가에서 용수를 확보하기 위한 용수 운반장치 등 기반구축과 인력 부족으로 정상적인 용수공급의 어려움을 해결하기 위해서는 빗물자원을 용수로서 효율적으로 활용하기 위한 시스템의 구축이 필요할 것으로 사료된다.

• Journal of Korea Water Resources Association
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• v.38 no.7 s.156
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• pp.517-526
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• 2005

In Korea, the methods of estimating groundwater recharge can categorized into two groups. One is baseflow separation method by means of groundurater recession curve, the other is water level fluctuation method by using the data from groundwater monitoring wells. Baseflow separation method is based on annual recharge and lumped concept, and water-table fluctuation method is largely dependent on monitoring wells rather than water budget in watershed. However, groundwater recharge rate shows the spatial-temporal variability due to climatic condition, land use and hydrogeological heterogeneity, these methods have various limits to deal with these characteristics. For this purpose, the method of estimating daily recharge rate with spatial variability based on distributed rainfall-runoff model is suggested in this study. Instead of representative recharge rate of large watershed, the subdivided recharge rate with heterogeneous characteristics can be computed in daily base. The estimated daily recharge rate is an advanced quantity reflecting the heterogeneity of hydrogeology, climatic condition, land use as well as physical behaviour of water in soil layers. Therefore, the newly suggested method could be expected to enhance existing methods.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.15 no.6
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• pp.3983-3989
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• 2014

As the storm water runoff characteristics in urban areas have changed owing to urbanization, centralized facilities to reduce the urban flood runoff had been implemented. On the other hand, because they have their limitations, LID (Low Impact Development) of the distributed facilities for storm water runoff reduction is being actively planned and applied. The purpose of this study was to analyze the runoff characteristics for the spatial distribution of typical LID element techniques. This study set a study basin consisting of the five subbasins with the same basin and drainage systems, and analyzed the flood runoff characteristics from the two scenarios, one is for the locations and the other is for the number of green roofs (GR) and permeable pavement (PP), respectively, selected as typical LID element techniques. The SWMM implementation results showed that GR reduces 11.07% of the total and 3.42% of the peak amounts of storm water runoff, and PP leads to 18.09% of the total and 17.94% of the peak discharge reduction for a subbasin. Such a reduction rate is constant regardless of the LID locations, and increases linearly with the number of LID applications. The different runoff reduction rates between the GR and PP applications appear to be due to the effects of the different hydraulic conductivities in the control parameters for each LID.

• Journal of the Korean GEO-environmental Society
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• v.14 no.1
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• pp.15-22
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• 2013

5 each permeable and impermeable debris dams were selected to analyze the characteristics of dredging and sedimentation according to facility type in Inje, Gangwon. Field tests for the ground water table and sedimentation characteristics of the selected dams were performed. Furthermore, data of the dredging amount, storage capacity, and drainage area were analyzed for the 51 more debris control facilities. From the results of field tests, it was found that the storage capacity of impermeable debris dam could be not enough when the large debris flow is produced since sediments are accumulated even if large debris flow was not occurred. Drainage can be a problem since the ground water table of impermeable debris dam was reached to the surface of ground. However, it was found that the ground saturation should not occur at heavy rain since ground water table of permeable debris dam was located in lower part of buttress. Furthermore, from the analysis results of relation among the dredging amount, basin area, and capacity of debris control facility, it was found that size of debris control facility was not reflected by the basin area. Effective planning and construction should be accomplished for the future since the real sedimentation amount was not significant even though large debris dams were constructed.

• Journal of Korean Society of Forest Science
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• v.85 no.4
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• pp.571-576
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• 1996

The geological and hydrological survey was carried out in Hyuseok-dong landslide area(10 ha), Youngchoon-myeon, Danyang-gun, Choongcheongbuk-do. The results showed that the bed rocks in this area consisted of shale, sandstone and limestone, and the piles of stones debris were also scattered around the hill above the study area. Soil texture was sandy loam, and bulk density of the soil in the lower part of the area was higher than that of the upper part, but void ratio of the soil in the lower part was lower than that of the upper part. Subsurface water was springing out to the surface in many places in this area. In this area, the storms over 70mm/day were frequent during the summer period from June through September. It was concluded that the occurrence of landslide had a close relationship with the geological characteristics, hydrological conditions and the rainfall distribution.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.30 no.5B
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• pp.487-495
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• 2010

Soil moisture is a crucial factor in hydrological system which influences runoff, energy balance, evaporation, and atmosphere. United States National Aeronautic and Space Administration (NASA) and Department of Agriculture (USDA) have established Soil Moisture Experiment (SMEX) since 2002 for the global observations. SMEX provides useful data for the hydrological science including soil moisture and hydrometeorological variables. The purpose of this study is to investigate the relationship between remotely sensed soil moisture data from aircraft and satellite and ground based experiment. C-band of Polarimetric Scanning Radiometer (PSR) that observed the brightness temperature provides soil moisture data using a retrieval algorithm. It was compared with the In-situ data for 2-30 cm depth at four sites. The most significant depth is 2-10 cm from the correlation analysis. Most of the sites, two data are similar to the mean of data at 10 cm and the median at 7 cm and 10 cm at the 10% significant level using the Rank Sum test and t-test. In general, soil moisture data using the C-band of the PSR was established to fit the Normal, Log-normal and Gumbel distribution. Soil moisture data using the aircraft and satellites will be used in hydrological science as fundamental data. Especially, the C-band of PSR will be used to prove soil moisture at 7-10 cm depths.

• Proceedings of the Korea Contents Association Conference
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• 2008.05a
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• pp.285-288
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• 2008

This study aims to rout optimized design flood discharge through prediction of the frequency-based precipitation from the frequency analysis with density of rainfall gage networks in urban watershed. Frequency analysis was examined for the measured rainfall depth with low density of a point and high density of the sub-basin divided into 13 points in watershed. The used rainfall data in order to analyze consists of two groups based on measured rainfall depth for a day duration with 39years of a point and 6years of 13 points by an extending as annual exceedance series, respectively. Selected rainfall data in this analysis show that low-network has maximum rainfall depth with duration 1hr-79.1mm and 24hrs-329.1mm, and high-networks have ones with duration of 1hr-93.0 mm and 24 hrs-245.0 mm, respectively. As the result, probability of the best in this study determined the Gumbel method from the goodness of fit test and the method of prime 6 probability distributions.

• Journal of the Korean Society of Hazard Mitigation
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• v.11 no.3
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• pp.157-163
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• 2011

In this study, after the target basin was divided into both overland and channel grids, the travel time from center of each grid cell to watershed's outlet was calculated based on the manning equation. Through this process, volumetric discharge was calculated according to the isochrones and finally, the direct runoff hydrograph was estimated considering watershed's hydrodynamic characteristics. Sanseong subwatershed located in main stream of Bocheong basin was selected as a target basin. The model parameters are only two: area threshold and channel velocity correction factor; the optimized values were estimated at 3,800 and 3.3, respectively. The developed model based on the tuned parameters led to well-matching results between observed and calculated hydrographs (mean of absolute error of peak discharge: 3.41%, mean of absolute error of peak time: 0.67 hr). Moreover, the analysis results regarding histogram of travel time-contribution area demonstrates that the proposed model characterizes relatively well hydrodynamic characteristics of the catchment due to effective rainfall.

• Proceedings of the Plant Resources Society of Korea Conference
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• 2020.12a
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• pp.52-52
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• 2020

병아리콩은 두류 중 콩, 땅콩, 강낭콩, 완두 다음으로 중요한 작물로 chickpea, garbanzo bean 이라고도 불리며, 원산지는 터키 동남부와 시리아로 알려져 있다. 병아리콩은 전세계 50개국 이상에서 재배되며, 인도에서 전세계 생산량의 66%가 재배되고 있다. 병아리콩은 Desi (microsperma)와 Kabuli (macrosperma)의 두가지 형태로 구분된다, Desi형은 꽃색이 분홍색, 종피가 두껍고 종피색이 유색이 특징, Kabuli형은 백색꽃에, 백색이나 미색 종피 양머리 종자형태를 보인다. Desi 형은 아시아와 아프리카, Kabuli 형은 서아시아, 북아프리카, 남미와 유럽 등지에서 주로 재배된다. 본 연구에서는 인도, 미얀마, 우즈벡, 조지아, 불가리아, 우크라이나 등 6개국에서 수집한 자원의 농업형질을 평가하고 비교하여 활용을 위한 정보를 제공하고자 수행하였다. 꽃색의 분포는 분홍색이 백색보다 2배 많았으며 조지아, 인도와 미얀마 수집 자원은 80% 이상이 분홍색, 우크라이나, 우즈베키스탄에서는 백색이 최소 75%이상으로 조사되었다. 소엽의 크기는 종자의 크기와 밀접한 관련이 있으며 인도와 미얀마, 불가리아에서는 소립종, 조지아, 우크라이나에서는 중립종의 비율이 높았다. 개화기는 6월 상중순에 집중되었으며 인도와 미얀마 수집자원의 개화기가 6월 상순 이전으로 빠르고 우크라이나 자원이 6월 하순과 7월 상순으로 늦은 경향을 보였다. 올해는 6월 중순부터 지속된 강우로 개화 후 정상적인 결실이 어려웠으나 6월 하순부터 성숙하기 시작하였고, 인도와 미얀마 수집자원은 주로 7월 상순에 나머지 수집 국가들은 7월 하순 이후에 성숙하였다. 올해의 기상이변으로 보다 정확한 평가를 위하여 차년도에 재평가를 수행하고자 하나 올해의 양적, 질적 형질의 경향치를 이용하여 수집국간의 농업형질을 비교하고, 식품소재의 다양화 다변화 추세에 맞추어 도입작물 활용을 위한 기초자료로 제공하고자 한다.