• Journal of Wetlands Research
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• v.14 no.4
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• pp.637-644
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• 2012

The discharge estimation that means the most important element in a wetlands ecosystem and rivers is a prime concern. All the interim, this discharge estimation depends on stage-discharge curve, but the limitation of stage-discharge curve that uses only connection between the stage and discharge is widely well known. Thus, this paper proposed a method of discharge estimation in a section through "representative parameter estimation method" by using Manning and Chezy equations that have been extensively used in an open channel. Each result is presented by both RMSE and Discrepancy Ratio. The scale difference for the results between laboratory and natural open channel data existed, but the each result showed that the estimated discharge agree with the measured discharge. If the verification and improvement are conducted in various rivers through continuous study, the easy and rapid discharge estimation will be possible. So, the proposed method will be utilized in the water resources fields.

• Journal of radiological science and technology
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• v.38 no.4
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• pp.383-387
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• 2015

This study investigated the size specific dose estimates of difference localizer on pediatric CT image. Seventy one cases of pediatric abdomen-pelvic CT (M:F=36:35) were included in this study. Anterior-posterior and lateral diameters were measured in axial CT images. Conversion factors from American Association of Physicists in Medicine (AAPM) report 204 were obtained for effective diameter to determine size specific dose estimate (SSDE) from the CT dose index volume (CTDIvol) recorded from the dose reports. For the localizer of mid-slice SSDE was 107.63% higher than CTDIvol and that of xiphoid-process slices SSDE was higher than 92.91%. The maximum error of iliac crest slices, xiphoid process slices and femur head slices between mid-slices were 7.48%, 17.81% and 14.04%. In conclusion, despite the SSDE of difference localizer has large number of errors, SSDE should be regarded as the primary evaluation tool of the patient radiation in pediatric CT for evaluation.

• Proceedings of the Korea Water Resources Association Conference
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• 2007.05a
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• pp.2069-2073
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• 2007

효과적인 저수지 수질관리 대책을 수립하기 위해서는 상류 유역으로부터 오염원의 유출특성에 대한 정확한 이해가 필요하다. 강우시 대부분 유입하는 비점오염원은 실측에 많은 비용과 시간이 소요되어 부하량 산정에 어려움이 있어 전체 부하량에서 차지하는 기여도를 파악하는데 어려움이 있었다. 본 연구의 목적은 Digital Filter 기법을 이용하여 댐 유입량 수문곡선으로부터 유출성분을 분리하고, 강우시 유출하는 비점오염부하량을 산정하는 방법을 개발하는데 있다. 연구대상지역은 대청호를 선택하였다. 유출성분별 오염부하량을 정량화하기 위해 댐 유입량을 각각 지표유출, 중간유출 및 기저유출 성분으로 분리하고, 강우시 지표유출과 중간유출을 합하여 비점오염원 부하량(직접유출)으로 산정하였다. 유출성분별 일별 부하량은 실측된 유량 및 수질자료로부터 유도된 유량-부하량의 상관관계식을 적용하였다. 연구결과 대청호 유입량의 유출성분비는 각각 지표유출 49.2%, 중간유출 25.5% 및 기저유출 25.4%로 산정되었다. 2001년 옥천지점에서 유출성분분리 결과, 총 유출량 중 기저유출, 지표유출, 중간유출의 비가 각각 35.1%, 39.5%, 25.5%로 산정되었고, 청성지점은 각각 39.7%, 36.1%, 24.2%로 나타났다. $2001{\sim}2005$년까지 유출 성분별 비점오염원 부하량을 산정한 결과, 대청호에 비점오염원 부하량 기여율의 범위(평균값)는 각각 BOD $65.2{\sim}88.0%$(평균 83.5%), COD $68.1{\sim}$ 89.3%(평균 86.8%), T-N $60.4{\sim}88.6%$(평균 84.2%), 그리고 T-P $77.7{\sim}96.6%$(평균 94.3%)로 산정되었다. 이러한 결과는 대청호로 유입하는 유기물과 영양염류 연간 부하량의 80% 이상이 강우-유출과 함께 유입하는 것을 의미하며, 저수지 수질관리를 위해서는 유역차원의 비점오염원 관리가 시급함을 시사한다.

• Korean Journal of Construction Engineering and Management
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• v.8 no.6
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• pp.207-215
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• 2007

The purpose of this study is to predict the long-term maintenance expense of BTL school projects which were ordered from the Ministry of Education and Human Resources Development and each Metropolitan and Province Office of Education. For conducting this study, the adapted research method includes a case study of BTL school projects ordered from Seoul Metropolitan Office of Education in 2006. After examination of initial investment based on each $school^{\circ}{\phi}s$ operation account, it estimates maintenance expense and long-term maintenance expense. Also it compare using two methods: one is the long-term maintenance expense estimation in apartment houses and the other is AEAM(annual equivalent amount method). The results of this study are as follows: 1) It is analyzed long-term maintenance expense rates of each BTL school. As a result, it is construction(14.0), civil(1.4%), mechanical(6.5%), equipment(6.5%), electronic(11.0%), fixture(5.1%) and the rest(1.0%). 2)It is applied using two methods: one is the long-term maintenance expense estimation in apartment houses and the other is AEAM. Finally, It is compared expense deflection per $100{\beta}{\ge}$ in each month.

• Journal of Korea Water Resources Association
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• v.50 no.12
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• pp.863-875
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• 2017

In this study, the effects of potential evapotranspiration method on drought index results were evaluated using SC-PDSI. Monthly heat index method, Penman-Monteith method, and Hargreaves equation were used as potential evapotranspiration method. SC-PDSI was calculated using three potential evapotranspiration method at 56 stations and compared the results. As a result, it was confirmed that the results by Penman-Monteith method and Hargreaves equation showed similar SC-PDSI calculation results without much difference, and the result by monthly heat index method showed a relatively large difference. It was confirmed that the results of SC-PDSI and drought situation judgment for the period of spring and winter season showed a big difference by the month. In conclusion, when calculating PDSI in Korea, using Penman-Monteith method and Hargreaves equation will be able to express the drought situation well.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.11 no.2
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• pp.107-115
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• 1999

In order to develop a convenient method for the estimation of transport distance of settling stones in quiescent water or flowing water, introduced was the simple but relatively accurate equation of drag coefficient. The equation of drag coefficient introduced was confirmed to give relatively accurate evaluation for the drag force of smooth-surface sphere, and the effects of surface roughness and shape can be considered by adjusting empirical parameters. A theoretical equation has been developed for the settling velocity or settling distance of smooth-surface sphere in quiescent fluid, and the computation results have been obtained by adjusting the empirical parameter for the settling distance of stone in quiescent water. The 2nd order ordinary differential equation has been developed for the case of settling stones in flowing fluid, and a numerical model has been developed by using Runge-Kutta method for its solution. A number of cases have been tested by adjusting the empirical parameter.

• Journal of Korea Water Resources Association
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• v.39 no.12 s.173
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• pp.985-996
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• 2006

This study developed a model that could calculate equivalent roughness using shear stress acting on distributed grains in gravel bed stream. The estimated equivalent roughness by the model developed was used for estimation of water level and roughness coefficient in the stream without water level-discharge data. The model was applied to the Gurey-Songjeong stage station section located in the Sumjin river mid-downstream. The equivalent roughness by the model developed in this study was estimated to be 0.194m at the Gurey stage station. Calculated water level which the estimated equivalent roughness was applied to the flow model was shown ewer of within 6% in comparison with observed water level. Also, roughness coefficient was estimated using observed and calculated water level about each discharge scale by unsteady flow analysis. As a result, error of roughness coefficient estimated by observed and calculated water level was shown error of $0{\sim}0.002$ and could consider variability of roughness coefficient.

• Korean Journal of Construction Engineering and Management
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• v.10 no.5
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• pp.95-103
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• 2009

The case of rivers facilities works, expense the standard unit cost for the quality and a rough public corporation expense estimating of the rivers public corporation which is fixed form with the information available which it follows basic design phase absently and possibility of fluctuation. It exists many difficulties in rough public corporation expense estimating. The rivers public corporation expense rough estimating method of existing produces does not exist the amount of material of representative section of the rivers dike and the rough public corporation expense estimating method which is systematic with the method which multiples the seniority (M). The research sees the rough public corporation expense predictive model from the planning stage which is not basic design to consider the quality of the rivers facility public corporation. From this study, it can prevent the waste of national budget from the general public corporation and is more accurate and public corporation expense production possibly.

• Journal of the Society of Disaster Information
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• v.8 no.4
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• pp.336-346
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• 2012

In recent years, the number of unforeseen weather hazards increased significantly, and subsequent financial loss in public and private sector has increased as well. Research has been increasingly focused on the actual damage assessment in the event of a disaster through effective and comprehensive disaster countermeasures to deal with and improve a better anti-disaster strategy. Through investigation of existing domestic and foreign property loss related to current damage analysis, the comparison and analysis in terms of current estimated methodology of the full extent of the damage results is proposed. In this study, a more efficient damage index and natural disaster damage assessment is suggested and more specifically, the basic standards of declared disaster areas and the strength of private property damage index will be also be discussed.

• Proceedings of the Korea Water Resources Association Conference
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• 2012.05a
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• pp.684-684
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• 2012

하천유량측정은 불가피하게 사교형태의 교량에서 측정을 해야하는 경우가 적지 않다. 이러한 교량에서의 유량측정은 수위-단면적이 과대산정되어 유량 역시 크게 산정되므로 이에 대한 보정을 필요로 한다. 본 연구에서는 왕숙천에 위치한 퇴계원 수위관측소 하류 400m 위치에서의 도섭법을 통한 횡단면 측선각도 변화에 따른 유량차의 비교와 오산천에 위치한 약 $45^{\circ}$ 사교(탑동대교)의 탑동 수위관측소 위치의 교량법을 이용한 유량측정 성과, 한탄강에 위치한 약 $15^{\circ}$ 사교(한탄대교)의 전곡 수위관측소 상류 1km에 위치한 한탄대교에서의 교량법 측정 성과에 따른 유량차를 비교 분석하였다. 한강유역 왕숙천, 오산천, 한탄강에 위치한 퇴계원 지점, 탑동 지점, 전곡 지점에서 실시간 수위에 따른 유속을 측정하였으며, 퇴계원 지점에서는 횡단면에 직각인 측선을 기준 값으로 제시하고, 횡단방향각의 정도를 $10^{\circ}$, $30^{\circ}$, $50^{\circ}$으로 늘려 산정을 하였고, 탑동과 전곡 지점에서는 사교에서의 횡단각을 측정하여 사교의 각을 산정한 후 보정 전 후의 유량 값을 비교 분석하였다. 측정에 사용된 기기는 Price AA 유속계이고, 측정방법은 도섭법과 교량법을 적용하였다. 그 결과 직각인 측선에서 측정한 유량보다 사교형태에서 측정한 유량이 크게 산정되었다. 각 지점의 보정전 후 유량비는 탑동 지점 약 41.42%, 전곡 지점 약 3.53%로 산정되어 $15^{\circ}$ 사교의 전곡 지점에 비해 $45^{\circ}$ 사교의 탑동 지점의 보정전 후 유량차이가 크게 나타남에 따라 각이 클수록 유량 역시 과대하게 산정됨을 알 수 있었다. 따라서 유량측정을 실시할 경우 유량의 흐름방향을 기준으로 직각의 유량측정을 실시하여 유량을 산정하되 부득이한 경우로 사교에서의 측정이 이루어졌을시 흐름 방향을 기준으로 각도를 측정하여 크게 나타나는 수위-단면적에 각보정하여 유량을 산정함이 오차를 줄일 수 있으며, 신뢰성 있는 유량자료 생산의 방법이라 할 수 있겠다.