• Proceedings of the Korea Water Resources Association Conference
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• 2016.05a
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• pp.225-225
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• 2016

잠재증발량에 대한 많은 경험식들이 제시되어 있지만 각각의 방식에 대한 국내의 적용성에 대하여 구체적으로 비교검토된 사례는 매우 제한적이다. 널리사용되고 있는 Hargreaves식은 비교적 단순한 형태를 지니고 있으나 대기수분량을 계산에 반영치 못하는 한계를 지니고 있다. 본 연구에서는 남한 내 다목적 댐 유역의 1973-2014년 기상자료를 바탕으로 Penman-Monteith (P-M) 식과 Hargreaves식을 통해 계산한 잠재증발산량($ET_{PM}$, $ET_{Harg}$)의 비교를 통해, Bouchet (1963)의 보완 관계 관점에서 $ET_{Harg}$가 $ET_{PM}$에 비해 과다 산정되는 경향이 있음을 확인하였다. 이에, 1973-2004년에 대한 각 댐 유역의 기상관측소 단위별로 산정된 $ET_{PM}$을 상대적인 정해로 간주하여 Hargreaves식의 매개변수를 추정하였다. 추정된 매개변수는 동일 관측소의 2005-2014년 기상자료와 함께 Hargreaves식에 적용 후, 다목적 댐 유역별 $ET_{PM}$과 $ET_{Harg}$을 산정하여 검정을 수행하였다. 수행 결과, Hargreaves 식의 매개변수 조정 전 $ET_{PM}$과의 Nash-Sutcliffe 일치계수는 0.47-0.79 (1973-2004), 0.28-0.76 (2005-2014)이었고, RMS 오차는 17.79-25.85 (1973-2004), 18.24-27.40 (2005년-2014년)이었으나, 매개변수 조정 후 Nash-Sutcliffe 일치계수는 0.96-0.98 (1973-2004), 0.95-0.98 (2005-2014)로, RMS 오차는 5.78-7.11 (1973-2004), 4.97-6.95 (2005-2014)로 조정 전 보다 향상된 결과를 보였다.

• Proceedings of the Korea Water Resources Association Conference
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• 2015.05a
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• pp.508-508
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• 2015

'설계홍수량 산정요령(2012, 국토교통부)'에서 홍수량 산정시 유역면적이 $250km^2$이하의 유역을 하나의 유역으로 처리하여 홍수량을 산정하도록 제시하고 있다. 이는 소유역을 많이 분할하고 하도 홍수추적 및 합성을 통하여 홍수량을 산정할 경우 단일유역에 비해 홍수량이 과대하게 산정됨으로 이에 대한 개선방안으로 제시된 산정요령이다. 홍수량 산정 방법으로 실무에서 가장 많이 사용되고 있고 '설계홍수량 산정요령'에서 채택한 모형인 Clark 단위도법에 의한 방법으로 산정된 홍수량의 크기에 미치는 민감도가 도달시간보다 저류상수가 훨씬 크므로 합리적인 저류상수 결정방법이 매우 중요하다. 저류상수를 결정하는 방법에는 여러 가지 경험공식이 적용되고 있으며 그 중 '설계홍수량 산정 요령(2012, 국토교통부)'에서는 유역면적이나 유역형상 등을 고려하고 있는 Sabol 공식을 적용하도록 하고 있다. Sabol 공식은 유역형상계수에 의해 많은 영향을 받으며, 유역형상계수는 형상이 흐름방향으로 길쭉한지 넓적한지를 나타내는 지표로서 유역 평균폭을 본류 연장으로 나눈 값으로 정의되며, 통상 유역면적을 본류 유로연장의 제곱으로 나타낸다. 따라서 유역의 형상이 폭에 비해 길면 형상계수가 1보다 작아지며 반대로 길이에 비해 폭이 넓거나 형상이 둥글면 형상계수는 1에 근접하며, 일반적으로 우리나라 하천의 형상계수는 대부분 약 0.5~0.1 정도의 범위를 나타내고 있다. 그러나, Sabol공식을 적용하여 저류상수를 산정할 경우 유역형상계수가 극히 작을 경우 홍수량이 과소하게 산정되므로 적절한 유역분할을 통해 홍수량을 보정할 필요가 있다. 따라서, 미호천 권역에서 유역형상계수가 0.1 이하인 유역을 대상으로 단일유역으로 산정한 홍수량과 적절한 유역 분할 후 홍수량을 산정하여 비교하고 비슷한 규모의 인근유역의 홍수량과 기산정된 홍수량을 비교하여 유역형상계수 0.1이하에서의 적절한 소유역 분할 기준을 제시하여 홍수량이 과대 및 과소하게 산정되지 않도록 조정하는데 있다.

• Korean Journal of Construction Engineering and Management
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• v.12 no.2
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• pp.3-11
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• 2011

There are several causes to recalculate the contract amount in public construction projects. Among them, the escalation clause was introduced in 1969 and now the condition to recalculate the cost is effective after 90 days from the date of contract and the rate of fluctuation should be more than 3% from the date of bidding. The two calculation methods for the rate of fluctuation are item-adjustment and index-adjustment. According to the results of investigation into 4 public institutions and 163 projects, all of them have used the method of index-adjustment and the rate of projects that spend over 6 months obtaining the approval of contract amount adjustment is more than 90%. The reason for spending lots of time is caused by problems of the calculation method on the price fluctuation rate. Therefore, it is necessary that the calculation method should be diversified to cope with the problems and a option of the builder should be expanded as well. Furthermore, if the way to apply correction factors to construction price index and average index based on the producer and consumer price index made by the bank of Korea is added, then the duration will be reduced without additional expenses. This study proposed the diversification of the calculation method using price fluctuation rate and builders' expanded options as improvement on the managerial method of Price Fluctuation System for the prompt and efficient contract amount adjustment.

• Korean Journal of Remote Sensing
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• v.34 no.3
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• pp.565-578
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• 2018

In this paper, we investigate the feasibility of modelling image strips, instead of individual scenes, that have been acquired from the same orbital pass through the process of bundle adjustments. Under this approach, First, a rational function model (RFM) of the strip image is generated from the RFMs of individual images, such that the entire strip of images can be treated as a single image. Correction parameters are calculated through bundle adjustments between strip images. For the experiment, we used two stereo strips. Each strip image consists of three KOMPSAT-3A scenes. Experimental results show that it was possible to improve the initial model by using the control points located in a specific region of the strip. We showed that absolute orientation with moderate accuracy of 2 m errors were achieved from 12 ground control points for the three-image strips. The test results indicate that bundle adjustment of strip images could be more efficient than bundle adjustments of the individual scenes.

• Journal of the Korean Society of Propulsion Engineers
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• v.17 no.1
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• pp.42-51
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• 2013

An experimental study was conducted on a subsonic wind tunnel to obtain aerodynamic coefficients for various situations in order to control the direction of a projectile. The angle of attack on the projectile was varied from $-5^{\circ}$ to $15^{\circ}$ and the roll angle of canard was changed from $0^{\circ}$ to $90^{\circ}$. The angle of attack on the canard was adjusted from $-20^{\circ}$ to $20^{\circ}$ and various inlet velocities were applied. Maximum Reynolds number based on the diameter of projectile was $5.5{\times}10^5$. The measured aerodynamic coefficients showed the same results for the various inlet velocities, and the highest effect on the canard was shown when the canard was set to the roll angle of $0^{\circ}$.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.36 no.2
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• pp.219-229
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• 2016

This study presents the analysis of flood and bed deformation caused by reservoir failure. The CCHE1D is used to simulate 1D non-uniform, non-equilibrium sediment transport and bed deformation. The CCHE1D deals with the adaptation length for non-equilibrium sediment, classified sediment particle for non-uniform sediment and mixing layer for the exchange with the sediment moving with the flow. The model is applied to Ha!Ha! river basin where was experienced reservoir failure in 1996 to analyze non-uniform and non-equilibrium sediment transport. The calculations are compared with morphological bed changes of pre- and post-flood. In addition, model sensitivity to main parameters involving adaptation length ($L_{s,b}$), non-equilibrium coefficient (${\alpha}_s$), mixing layer thickness (${\delta}_m$) and porosity (p') is analyzed. The results indicates that thalweg change is the most sensitive to non-equilibrium coefficient (${\alpha}_s$) among those parameters in the study area.

• International Journal of Highway Engineering
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• v.11 no.4
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• pp.17-23
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• 2009

Deformational characteristics of subgrade soils are very important input parameters for pavement design. It is necessary to make an amount of effort to estimate experimentally the modulus of subgrade soils. In case of designing simple (or lower level) pavement section, the estimation of the modulus based on experiments must cause an excessive cost. It has proposed various empirical correlation models to estimate the modulus from basic properties of the materials or more simple alternative tests. Seven subgrade soils in Korea were tested in this study. It was founded that the deformational characteristics of subgrade soils in Korea has a close relation to strength characteristics, the empirical correlation model was proposed. There was a close relation between cohesion value and modulus at low confining stress ($r^2=0.93$). By comparing with the measured modulus and the modulus determined by proposed correlation model from strength characteristics, the value of the coefficient of determination ($r^2$) is 0.75.

• Journal of Radiation Protection and Research
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• v.37 no.1
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• pp.41-49
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• 2012

The objective of this study is for development of the reference Korean female phantom, HDRK-Woman. The phantom was constructed by adjusting a Korean woman voxel phantom to the Reference Korean data. The Korean woman phantom had been developed based on the high-resolution color slice images obtained from an adult Korean female cadaver. There were a total of 39 organs including the 27 organs specified in ICRP 103 for effective dose calculation. The voxel resolution of the phantom was $1.976{\times}1.976{\times}2.0619\;mm^3$ and the voxel array size is $261{\times}109{\times}825$ in the x, y and z directions. Then, the voxel resolution was changed to $2.0351{\times}2.0351{\times}2.0747\;mm^3$ for adjustment of the height and total bone mass of the phantom to the Reference Korean data. Finally, the internal organs and tissue were adjusted using in-house software program developed for 3D volume adjustment of the organs and tissue. The effective dose values of HDRK phantoms were calculated for broad parallel photon beams using MCNPX Monte Carlo code and compared with those of ICRP phantoms.

• The Journal of the Institute of Internet, Broadcasting and Communication
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• v.13 no.1
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• pp.49-54
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• 2013

WPM(Wavelet Packet Modulation) is multicarrier system which is suitable for high speed transmission. The main advantage of using the WPM system is the fact that the flexible system effectively can be realized by the combination of filter coefficient. On the other hand, the major problem of multicarrier system is known to be the high PAPR. In this paper we propose WPM system that has a minimum PAPR by using filter coefficient adjustment method. We first derive the filter coefficient equation and then select the coefficient that has a minimum PAPR. we conduct WPM system by using a selected coefficient and we demonstrate the system performance by using computer simulation.

• Water for future
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• v.19 no.1
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• pp.57-63
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• 1986

The synthetic unit hydrograph is commonly used for the derivation of a design hydregraph. The existing Snyder's equation for the syntheses of unit hydrograph was found to give relatively a flat hydrograph in comparison with observed hydrograph and a revision is required. HEC-1 model is used to simulated observed hydrograhp in the South Han River basin and results are used as an input for the regression. The basin is subdivided into small drainage areas and the synthesized hydrograph is routed through channels. After the calculated hydrographs are compared with observed one, the synthesized hydrograph of each subbasisn is revised and the new snyder's equation is derived . The revised equation gives rapid increase of discharge in rising limb and larger peak.