• Title/Summary/Keyword: 관측정

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LOCAL TIMES OF GALACTIC COSMIC RAY INTENSITY MAXIMUM AND MINIMUM IN THE DIURNAL VARIATION (우주선 세기 일변화 최대 및 최소 지방시)

  • Oh Su-Yeon;Yi Yu
    • Journal of Astronomy and Space Sciences
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    • v.23 no.2
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    • pp.117-126
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    • 2006
  • The Diurnal variation of galactic cosmic ray (GCR) flux intensity observed by the ground Neutron Monitor (NM) shows a sinusoidal pattern with the amplitude of $1{\sim}2%$ of daily mean. We carried out a statistical study on tendencies of the local times of GCR intensity daily maximum aad minimum. To test the influences of the solar activity and the location (cut-off rigidity) on the distribution in the local times of maximum and minimum GCR intensity, we have examined the data of 1996 (solar minimum) and 2000 (solar maximum) at the low-latitude Haleakala (latitude: 20.72 N, cut-off rigidity: 12.91 GeV) and the high-latitude Oulu (latitude: 65.05 N, cut-off rigidity: 0.81 GeV) NM stations. The most frequent local times of the GCR intensity daily maximum and minimum come later about $2{\sim}3$ hours in the solar activity maximum year 2000 than in the solar activity minimum you 1996. Oulu NM station whose cut-off rigidity is smaller has the most frequent local times of the GCR intensity maximum and minimum later by $2{\sim}3$ hours from those of Haleakala station. This feature is more evident at the solar maximum. The phase of the daily variation in GCR is dependent upon the interplanetary magnetic field varying with the solar activity and the cut-off rigidity varying with the geographic latitude.

Parametric and Non-parametric Trend Analyses for Water Levels of Groundwater Monitoring Wells in Jeju Island (제주도 지하수 관측망 수위에 대한 모수 및 비모수 변동경향 분석)

  • Choi, Hyun-Mi;Lee, Jin-Yong
    • Journal of Soil and Groundwater Environment
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    • v.14 no.5
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    • pp.41-50
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    • 2009
  • Water levels in groundwater monitoring wells of Jeju Island were analyzed using parametric and non-parametric trend analyses. Number of used monitoring wells in the analysis are 94 among totally 106 monitoring wells and the monitoring period is greater than single year, from 2001 to 2009. For the trend analysis, both parametric (linear regression) and nonparametric (Mann-Kendall trend test and Sen's trend test) methods were adopted. Results of the linear regression analysis on daily basis indicated that about 58.5% of the monitoring wells showed a decreasing trend, and analysis using monthly median indicated that about 79.8% showed a decreasing trend. The Mann-Kendall trend test and Sen's trend test with monthly median values in confidence levels of 95% and 99% showed the same analysis results. In confidence level of 95%, 32% were decreased, 3% were increased and the remains showed no trend. However, in confidence level of 99%, 16% were decreased, 2% were increased and the remains showed no trend. The largest decline rates of water levels were detected mainly at the coast of the northwestern and southwestern parts, which is expected to closely related to the increased pumping in the urban area and tourist resort.

Estimation of $CO_2$ saturation from time-lapse $CO_2$ well logging in an onshore aquifer, Nagaoka, Japan (일본 Nagaoka 육상 대수층에서 시간차 $CO_2$ 물리검층으로부터 $CO_2$ 포화도의 추정)

  • Xue, Ziqiu;Tanase, Daiji;Watanabe, Jiro
    • Geophysics and Geophysical Exploration
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    • v.9 no.1
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    • pp.19-29
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    • 2006
  • The first Japanese pilot-scale $CO_2$ sequestration project has been undertaken in an onshore saline aquifer, near Nagaoka in Niigata prefecture, and time-lapse well logs were carried out in observation wells to detect the arrival of injected $CO_2$ and to evaluate $CO_2$ saturation in the reservoir. $CO_2$ was injected into a thin permeable zone at the depth of 1110m at a rate of 20-40 tonnes per day. The total amount of injected $CO_2$ was 10400 tonnes, during the injection period from July 2003 to January 2005. The pilot-scale demonstration allowed an improved understanding of the $CO_2$ movement in a porous sandstone reservoir, by conducting time-lapse geophysical well logs at three observation wells. Comparison between neutron well logging before and after the insertion of fibreglass casing in observation well OB-2 showed good agreement within the target formation, and the higher concentration of shale volume in the reservoir results in a bigger difference between the two well logging results. $CO_2$ breakthrough was identified by induction, sonic, and neutron logs. By sonic logging, we confirmed P-wave velocity reduction that agreed fairly well with a laboratory measurement on drilled core samples from the Nagaoka site. We successfully matched the history changes of sonic P-wave velocity and estimated $CO_2$ saturation a(ter breakthrough in two observation wells out of three. The sonic-velocity history matching result suggested that the sweep efficiency was about 40%. Small effects of $CO_2$ saturation on resistivity resulted in small changes in induction logs when the reservoir was partially saturated. We also found that $CO_2$ saturation in the $CO_2$-bearing zone responded to suspension of $CO_2$ injection.

Selection of the Optimal Location of Traffic Counting Points for the OD Travel Demand Estimation (기종점 수요추정을 위한 교통량 관측지점의 적정위치 선정)

  • 이승재;이헌주
    • Journal of Korean Society of Transportation
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    • v.21 no.1
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    • pp.53-63
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    • 2003
  • The Origin-Destination(OD) matrix is very important in describing transport movements in a region. The OD matrix can be estimated using traffic counts on links in the transport network and other available information. This information on the travel is often contained in a target OD matrix and traffic counts in links. To estimate an OD matrix from traffic counts, they are the major input data which obviously affects the accuracy of the OD matrix estimated, Generally, the quality of an estimated OD matrix depends much on the reliability of the input data, and the number and locations of traffic counting points in the network. Any Process regarding the traffic counts such as the amount and their location has to be carefully studied. The objective of this study is to select of the optimal location of traffic counting points for the OD matrix estimation. The model was tested in nationwide network. The network consists of 224 zones, 3,125 nodes and 6,725 links except to inner city road links. The OD matrix applied for selection of traffic counting points was estimated to 3-constrained entropy maximizing model. The results of this study follow that : the selected alternative to the best optimal counting points of six alternatives is the alternative using common links of OD matrix and vehicle-km and traffic density(13.0% of 6,725 links), however the worst alternative is alternative of all available traffic counting points(44.9% of 6,725 links) in the network. Finally, it should be concluded that the accuracy of reproduced OD matrix using traffic counts related much to the number of traffic counting points and locations.

The Scale-dependent of Hydraulic Conductivity in Leaky Confined Aquifer with High Permeability at the Ttaan Isle, Gimhae City (김해 딴섬의 고투수성 누수 피압대수층에서 수리전도도의 규모종속효과)

  • Kim, Tae-Yeong;Kang, Dong-Hwan;Kim, Sung-Soo;Kim, Byung-Woo;Kwon, Byung-Hyuk
    • The Journal of Engineering Geology
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    • v.18 no.4
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    • pp.415-422
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    • 2008
  • Pumping test was conducted to understand hydraulic conductivity for leaky confined aquifer with high permeability. Test aquifer was formed in $25{\sim}35\;m$ below ground surface at predetermined site of riverbank filtration which junction of Nakdong river and Milyang river in the Ttaan isle, Gimhae city, Korea Monitoring wells were located at intervals of 2 m and 5 m from pumping well in south-west direction (MW1 and MW2 wells) and northeast direction (MW3 and MW4 wells), respectively. Pumping test was continuously conducted for constant pumping rate of $2,500m^3/day$, hydraulic conductivity was estimated using AQTESOLV 3.5 program. Hydraulic conductivity were estimated to be $1.745{\times}10^{-3}m/sec$ for pumping well (PW), $2.452{\times}10^{-3}m/sec$ for between PW and MW1 wells, $2.161{\times}10^{-3}m/sec$ for between PW and MW2 wells, $2.270{\times}10^{-3}m/sec$ for between PW and MW3 wells and $2.591{\times}10^{-3}m/sec$ for between PW and MW4 wells. The function of hydraulic conductivity (K) as monitoring distance (d) were estimated to be logK = 0.0693logd - 2.671 for south-west direction (PW-MW1-MW2 line), logK = 0.0817logd - 2.655 for north-east direction (PW-MW3-MW 4 line). Scale exponent of hydraulic conductivity as test volume was estimated using Schulze-Makuch et al.(1999) method. Scale exponent of this aquifer was estimated to be 0.15. It means that test aquifer has very low heterogeneity. The radius of influence estimated using transmissivity, maximum groundwater level displacement, distance from pumping well and pumping rate during pumping test were 7.148 m for south-west direction and 6.912 m for north-east direction. The increasing rate of hydraulic conductivity from pumping well to maximum radius of influence were estimated to be 1.40 times for south-west direction and 1.49 times for north-east direction. Thus, heterogeneity of test aquifer was a little higher in north-east direction.

Water Temperature Variation of a Stream Entering Soyang Reservoir (소양호 유입지천의 수온변화)

  • Yi, Yong-Kon;Kang, Min-Gu;Lee, Hyun-Seok;Kim, Jin-Young
    • Proceedings of the Korea Water Resources Association Conference
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    • 2006.05a
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    • pp.1063-1067
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    • 2006
  • 소양호의 유입지천 중의 하나인 인북천의 원통수위관측소에 현장용 수온계를 설치하여 수온변화를 분석하고 수온 추정을 위하여 다중회귀분석을 수행하였다. 인북천 원통수위유량관측소지점의 유량이 작은 경우, 수온은 기온의 최고점부근에서 변화하고, 이슬점은 기온의 최저점부근에서 변화하는 것으로 나타났으며, 일일 주기로 변화하는 양상을 보이고, 일교차는 각각 약 $5^{\circ}C,\;15^{\circ}C$$5^{\circ}C$정도로 나타났다. 최대수온과 최대기온은 차이가 거의 없지만 최저수온은 최저기온보다 약 $10^{\circ}C$정도 높은 것으로 나타났다. 인북천 원통수위유량관측소 지점의 유량이 증가하는 경우에는 수온과 기온이 급감하는 것으로 나타났다. 수온추정시 유량이 작은 구간과 큰 경우구간에 대하여 각각 다중회귀분석을 수행하는 것이 추정오차를 낮추는 것으로 나타났다.

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Outlet Depth and Friction Factor of Sewerage Pipe Flow (하수관의 출구부 수심과 마찰계수)

  • Yoo, Dong-Hoon;Shin, Jae-Man
    • Proceedings of the Korea Water Resources Association Conference
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    • 2005.05b
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    • pp.351-356
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    • 2005
  • 출구부 수심을 결정하는 것은 개수로 흐름을 해석하는 데 매우 중요하면서도 쉽지 않은 일이다. 출구부 수심을 결정하기 위해서는 무엇보다도 정확한 관측이 선행되어야 한다. 그러나 종종 그 형상이 복잡하고 부정확한 관측결과를 가져오는 경우도 있다. 이 때문에 본연구진은 보다 더 효과적으로 마찰계수와 출구부 수심을 결정하는 방법을 제안하고자 한다. 출구부 수심은 그 흐름 특성에 따라 상류일 경우에는 임계수심, 사류일 경우에는 등류수심과 거의 일치하며 이를 통해 출구부 수심을 양해적으로 산정하는 방법을 제안한다. 이 양해식은 관측된 '정류수심'자료를 통해 개발 및 검증되었으며, 여기서 정류수심은 하수관의 출구부에서부터 대략 관경의 0.7배 정도 떨어진 지점을 중심으로 형성되는 수심을 가리킨다.

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Application of the Indirect Effect on Regional Gravith Fielcs in the North Atlantic Ocean (北大西洋 重力場에 적용한 Indirect Effect)

  • 정우열;필립로
    • 한국해양학회지
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    • v.22 no.1
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    • pp.19-24
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    • 1987
  • Gravity measurements at sea are considered to be made on the geoid. The free-air anomalies are then determined by subtracting the theoretical gravity values predicted on a reference ellipsoid from the observed values. The gravity effect due to the height difference between the geoid and reference ellipsoid and the mass between them is known as the 'indirect effect'. The result of applying the indirect effect to surface ship derived gravity anomalies in the North Atlantic Ocean demonstrates the importance of its inclusion for regional stuedies involving mantle processes.

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Observation Probability Weighting Method for Text-Dependent Speaker Verification (문장종속형 화자확인에서의 관측확률 가중기법)

  • Kim Se-Hyun;Jang Gil-Jin;Oh Yung-Hwan
    • Proceedings of the Acoustical Society of Korea Conference
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    • spring
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    • pp.28-31
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    • 1999
  • 기존의 문장종속형 화자인식 방법들은 대부분 음성인식에서 사용되는 방법을 그대로 적용하기 때문에, 화자의 개인성 정보보다 음운정보에 더 민감한 단점이 있다. 화자인식 시스템의 성능향상을 위해서는 음운정보보다는 화자의 개인성 정보가 잘 반영되도록 하는 것이 중요하다. 본 논문에서는 HMM(hidden Maxkov model)을 기반으로 한 문장종속형 화자확인 시스템의 성능향상을 위한 관측확률 가중 반법을 제안한다. 먼저 주어진 학습자료에서 화자의 개인성이 잘 반영된 프레임들을 예측한다. 임의의 입력음성에 대한 인식점수는 화자의 특징이 잘 반영된 프레임의 관측확률에 가중치를 주어 구한다. 제안한 방법을 적용한 결과 기존의 우도비(likelihood ratio) 정규화 점수를 사용하는 방법에 비해 동일오류율(EER, equal error rate)을 $2\~3\%$정도 줄여 인식율 향상을 얻을 수 있었다.

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A Study on Bridge Behavior Measurement by Kinematic On The Fly Technique of GPS (GPS의 OTF 측위기법에 의한 교량의 거동 측정에 관한 연구)

  • 최병길;김영곤;정진우
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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    • v.18 no.3
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    • pp.271-278
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    • 2000
  • Recently, it has been partly attempted to measure behavior of large-sized bridge using GPS, but it is accomplished at the first step and unsystemically. The purpose of this research is to measure bridge behavior by Kinematic On The Fly (OTF) technique of GPS. The results of this study show that bridge behavior can be measured easily and conveniently in three dimension, monitored at the real time, and measured continuously without a break by OTF Technique of GPS.

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