• Title/Summary/Keyword: 시간변동율

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Waterhammering on Pump Pipeline Systems (펌프 관로계의 수격현상)

  • 김경엽;이영호
    • Journal of Advanced Marine Engineering and Technology
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    • v.21 no.4
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    • pp.331-355
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    • 1997
  • 본 연구에서는 에어챔버가 설치된 펌프관로계에서 수격현상에 대한 현장실험을 실시하고, 에어챔버의 입력변수 및 설계인자가 수격현상에 어떠한 영향을 미치는지 수치계산과 실험을 통하여 조사한 후 다음과 같은 결론을 얻었다. (1) 수치계산에 사용된 입력변수중 폴리트로프지수, 오리피스 유량계수, 압력파 전파속도순으로 수격현상에 대한 영향이 크게 나타났으며, 수치계산은 이 변수값이 각각 1.3, 0.7, 1,050m/s일 때 측정된 압력변동 및 공기체적변화를 가장 잘 모사하였다. (2) 에어챔버내 초기공기체적이 증가하면 압축공기의 압력변화율이 작아지기 때문에 수격현상의 주기는 길어지고, 관로내 압력변화는 감소하였다. 측관에 설치한 오리피스 내경을 줄임으로써 상승압은 상당히 완화되었으며, 시간이 지남에 따라 수격작용도 보다 빨리 감쇄되었다. 수치계산결과는 수격현상의 1-2주기까지 측정값과 비교적 잘 일치하였으며, 펌프관로계에 작용하는 최대.최소압력 및 그 발생시간도 합리적으로 예측되었다. (3) 수치계산은 측정된 과도특성 값들을 약 5%이내의 오차로 예측하였으며, 개발된 전산프로그램은 실제 펌프관로계에 대한 수격완화장치를 설계하는데 매우 유용하게 사용될 것으로 판단된다.

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Transmission Characteristics of FFH-SS Communication System in Fading Media (페이딩 매질에서 대역확산 주파수도약 통신시스템의 전송특성)

  • Kim, Won-Hu;Jeon, Gye-Seok
    • The Journal of the Acoustical Society of Korea
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    • v.6 no.1
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    • pp.5-14
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    • 1987
  • In this paper, the transmission characteristics of a frequency-hopped spread spectrum communication system operating in the presence of both time and frequency-selective fading channel is presented. The receiver is a binary noncoherent matched-filter FFH-SS system with square-law combiner. The probability of error to the variations of the parameters such as signal-to-noise ratio, selectivity of a channel, and power ratio is derived with the use of diversity concept without considering the data rate. The analysis of the data for probability of error shoves that the performance of FFH-SS system in time-selective fading channel is better than in frequency-selective fading channel.

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A Study on Scalable Video Coding Technique with FGS Temporal Scalability (FGST를 이용한 계층적 코딩기법에 관한 연구)

  • Kim, Jong-Uk;Kim, Jin-Cheol;Lee, Bae-Ho
    • Proceedings of the Korea Information Processing Society Conference
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    • 2002.11a
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    • pp.783-786
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    • 2002
  • 멀티미디어 컨텐트의 실시간 전송은 인터넷에서 중요한 기술영역으로 나타나고 있다. 본 논문에서는 MPEG-4 표준에서 채택된 FGS(Fine Granualrity Scalability)를 이용한 계층적 비디오 부호화 방법의 효율성 향상을 위한 방법을 제시하였다. MPEG-4 FGS는 인터넷에서 이용되는 다양한 특성의 단말기들과 대역폭 변동에서 유연성 있는 기술이다. 일반적인 계층 비디오 부호화 기법보다 PSNR값이 평균 1$\sim$2dB정도 높게 나타난다. 그러나 단일 계층 부호화 방법에 비해서는 효율성이 낮게 나타난다. 제안된 방법에서는 이런 FGS의 효율성을 높이기 위한 방법으로 시간 스케일러빌리티를 갖는 FGST(FGS temporal scalability)층을 적용하였다. 기본계층은 일반적인 FGS 부호화에 의해 이루어지고 상위계층 부호화로 시간적 스케일러빌리티를 갖는 FGST를 이용한다. 실험은 프레임율 10 fbs의 container와 mobile 영상에 대해 이루어졌고 두 영상 모두에 대해 FGS 부호화만을 적용하는 경우보다 상위계층으로서 FGST를 이용하는 경우 상당한 효율성 향상이 있음을 보인다.

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Analysis of Diversion Rate using Expressway Traffic Data(FTMS, TCS): Focusing on Maesong~Balan IC at Seohaean Expressway (고속도로 교통데이터(FTMS, TCS)를 이용한 경로전환율 분석: 서해안고속도로 매송~발안 구간을 중심으로)

  • Ko, Han-Geom;Choi, Yoon-Hyuk;Oh, Young-Tae;Choi, Kee-Choo
    • Journal of Korean Society of Transportation
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    • v.30 no.3
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    • pp.31-41
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    • 2012
  • Due to growing interests in the distribution of traffic volume through information dissemination such as VMS and traffic broadcasting system, the research on the driver's reaction and effect of the traffic report has continued. In this study, we propose a methodology, which estimates the traffic volume of diversion and the consequential diversion rate using FTMS data and TCS data, and the estimation is based on the analysis of the national highway and IC, in which real-time FTMS and TCS data are established. We also calculate the diversion rate of actual targeted sections and analyze the changes in time and spatial diversion rate. In this study, we define a deviation (considering a deviation due to dynamic properties of traffic conditions) found when the outflow traffic volume is temporarily higher than the average outflow traffic volume on a relevant time slot after providing traffic information. The diverting volume is considered to be caused by the traffic information, and the study determines the ratio of traffic volume on highways to that of route diversion as the diversion rate. The analysis on changes in the diversion rate in accordance with the time flow, the initial change in the diversion rate on upstream IC that first acquires the report on the traffic congestion is significant. After that, the change in the diversion rate on upstream IC affects the route diversion on downstream IC with spatial and time flow, and this again leads the change in upstream IC. Thereby, we confirmed that there is a feedback-control circulation system in the route diversion.

Surface soil moisture memory using stored precipitation fraction in the Korean peninsula (토양 내 저장 강수율을 활용한 국내 표층 토양수분 메모리 특성에 관한 연구)

  • Kim, Kiyoung;Lee, Seulchan;Lee, Yongjun;Yeon, Minho;Lee, Giha;Choi, Minha
    • Journal of Korea Water Resources Association
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    • v.55 no.2
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    • pp.111-120
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    • 2022
  • The concept of soil moisture memory was used as a method for quantifying the function of soil to control water flow, which evaluates the average residence time of precipitation. In order to characterize the soil moisture memory, a new measurement index called stored precipitation fraction (Fp(f)) was used by tracking the increments in soil moisture by the precipitation event. In this study, the temporal and spatial distribution of soil moisture memory was evaluated along with the slope and soil characteristics of the surface (0~5 cm) soil by using satellite- and model-based precipitation and soil moisture in the Korean peninsula, from 2019 to 2020. The spatial deviation of the soil moisture memory was large as the stored precipitation fraction in the soil decreased preferentially along the mountain range at the beginning (after 3 hours), and the deviation decreased overall after 24 hours. The stored precipitation fraction in the soil clearly decreased as the slope increased, and the effect of drainage of water in the soil according to the composition ratio of the soil particle size was also shown. In addition, average soil moisture contributed to the increase and decrease of hydraulic conductivity, and the rate of rainfall transfer to the depths affected the stored precipitation fraction. It is expected that the results of this study will greatly contribute in clarifying the relationship between soil moisture memory and surface characteristics (slope, soil characteristics) and understanding spatio-temporal variation of soil moisture.

Put-call Parity and the Price Variablity of KOSPI 200 Index, Index Futures and Index Options (풋-콜 패리티 괴리율과 주식, 선물, 옵션시장의 가격변동)

  • Yun, Chang-Hyun;Lee, Sung-Koo;Lee, Chong-Hyuk
    • The Korean Journal of Financial Management
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    • v.21 no.1
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    • pp.205-229
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    • 2004
  • The deviation from put-call parity condition may affect market prices since it provides an opportunity of arbitrage to many participants. This study uses the KOSPI200 index data and examines the interdependence among spot, futures, and options contracts by examining whether the deviations from the parity have significant roles in price formation. Whenever the parity condition is violated, the deviation tends to affect the prices significantly in most markets. The results show that positive values of deviation are associated with the fall of the prices in the spot and put option contracts and the rise of the call option premiums, thus decreasing the deviations. Also, the decreasing impact of deviations lasts for at Beast an hour in most markets. Futures prices, however, do not show clear relations with the deviations, which suggests the possibility that futures markets lead other markets.

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Analyses of Hydrology and Groundwater Level Fluctuation in Granite Aquifer with Tunnel Excavation (터널 굴착에 의한 화강암 대수층의 수리 수문 및 지하수위변동 분석)

  • Chung, Sang-Yong;Kim, Byung-Woo;Kang, Dong-Hwan;Shim, Byoung-Ohan;Cheong, Sang-Won
    • The Journal of Engineering Geology
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    • v.17 no.4
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    • pp.643-653
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    • 2007
  • Average hydraulic conductivity was $2.64{\times}10^{-8}m/sec$ average RQD was 78%, average porosity was 0.51%, and range of groundwater level was $77.06{\sim}125.97m$ by measured in 8 boreholes at the Surak Mt. tunnel area. Groundwater level of two peaks in the Surak Mt. tunnel area were estimated through linear regression analysis for groundwater level versus elevation. And, average horizontal hydraulic gradient in the Surak Mt. tunnel area was calculated 0.267. Minimum, maximum, and average hydraulic conductivities that estimated by field tests were $5.56{\times}10^{-9}m/sec,\;6.12{\times}10^{-8}m/sec,\;and\;2.64{\times}10^{-8}m/sec$, respectively. Groundwater discharge rates per 1 meter that estimated using minimum, maximum, and average hydraulic conductivities and average horizontal hydraulic gradient were $0.00585m^2/day,\;0.06434m^2/day,\;and\;0.02775m^2/day$, respectively. Pure groundwater recharge rate per unit recharge area was calculated 223.96 mm/yr through water balance analysis. Prediction simulation of groundwater level fluctuation with minimum, maximum, and average hydraulic conductivities were conducted. Discharge rate into the Surak Mt. tunnel for minimum hydraulic conductivity was small, but groundwaer drawdown was highly. Discharge rate into the Surak Mt. tunnel for maximum hydraulic conductivity was higher, but groundwaer level was recovered quickly.

Development of regression curve to estimate runoff ratio in accordance with forecasted rainfall for decision making support of dam operations (홍수기 댐 운영 의사결정 지원을 위한 강우량별 유출율 예측 회귀식 개발)

  • Kim, Mi Eun;Kim, Hyeon Sik;Jang, Yong Hoon;Lee, Jong Goo
    • Proceedings of the Korea Water Resources Association Conference
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    • 2018.05a
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    • pp.39-39
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    • 2018
  • 우리나라는 전체 국토의 약 70%가 산악지형으로 이루어져 있고 연중 강우가 6월에서 9월에 집중되는 기후적 특성을 가지고 있다. 최근 기후변화의 영향까지 더해지면서 시간당 300mm 이상의 집중호우를 보이는 이상강우가 빈번하게 발생하고 있다. 대부분의 도시지역은 하천을 중심으로 발달되어 있어 인구 및 사회기반시설의 집약정도가 매우 높고 하천변 저지대 지역에 주거 및 상업시설이 밀집되어 있다. 기후적 지역적 특성으로 인한 홍수피해를 미연에 방지하고 피해를 최소화하기 위하여 치수 중심의 수자원 관리를 위해 노력하고 있다. 하지만 우리나라의 하천관리는 시기별 하천 수량의 급격한 변동으로 어려움을 겪고 있다. 이러한 어려움을 극복하고 효율적인 수자원 관리 및 홍수피해 저감을 위해 수계를 중심으로 20개의 다목적댐을 건설하여 운영 관리 중에 있다. 특히, 홍수기 시 댐 운영은 예상 강우에 따라 적절한 예비방류와 강우 시 효율적인 댐 운영계획이 필수적이다. 본 연구에서는 강우가 집중되는 홍수기 댐 운영 시에 예상 강우량에 따라 댐 유역 내 유량 증가에 기여하는 정도를 예측할 수 있는 유출율 예측 회귀식을 개발하였다. 유출율은 강우와 유출량의 비로 지역특성, 강우특성, 관개여부, 선행강우량, 강우이동 방향 등 다양한 요인에 의해 복잡한 메케니즘을 갖는다. 단순히 예상되는 총강우량에 따른 유출율 만으로 상호관계를 정의하기가 쉽지 않기 때문에 한국수자원공사에서 개발한 댐군 홍수조절 연계운영시스템(COSFIM)인 수문학적 연계운영모형을 활용하였다. 최근 10년간 홍수기에 발생한 강우사상별 시간단위의 수문자료(총강우량, 기저유량, 유출율, 무강우일수, 강우지속시간 등) 분석을 실시하였다. COSFIM 모형을 통한 결과를 토대로 고려항목 간 교차검증을 통해 사분위수범위의 이상치 경계를 설정하고 상관분석 결과에 따라 0.5 이상의 상관성이 높은 항목을 활용하여 예측 강우량에 따른 유출율 예측 회귀식을 도출하였다. 본 연구에서 개발한 예측 강우에 따른 유출율 예측 산정식은 댐 유역에 예상되는 강우량에 대하여 하천의 유량 증가 예측 정도를 정량적으로 제시할 수 있으며, 실제 홍수기 댐 운영 시 예상 강우량에 따라 신속하고 적절한 수문 방류 계획 수립에서 용이하게 활용할 수 있을 것으로 기대한다.

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Design and Analysis of a Transmission Rate Control Algorithm for Client's Buffer on VOD Systems (VOD 시스템에서 클라이언트 버퍼를 위한 전송율 제어 알고리즘의 설계 및 분석)

  • 김완규;박규석
    • Journal of Korea Multimedia Society
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    • v.1 no.1
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    • pp.67-79
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    • 1998
  • In this paper, we present the design and analyze the transmission rate of a control algorithm for the client buffer on the VOD systems. The design is based on the server's data transmission rate and clients' data consumption rate. The proposed algorithm stabilizes the client's buffer by reducing the oscillation phenomena of the buffer. And it uses the BCT (Buffer Check Time) to reduce the scheduling load of the client system. The client's data consumption rate and the buffer size are calculated on the basis of BCT. In case that the predicted buffer size operates in the overrun or starvation the buffer. As the load fluctuation of the network, the transmission rate control policy cannot stabilize the client's buffer alone. The media scaling policy, therefore, also performs its complementary part in stabilizing the client's buffer, and performance evaluation of the proposed algorithm is provided through simulation.

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Diurnal Change of Reflectance and Vegetation Index from UAV Image in Clear Day Condition (청천일 무인기 영상의 반사율 및 식생지수 일주기 변화)

  • Lee, Kyung-do;Na, Sang-il;Park, Chan-won;Hong, Suk-young;So, Kyu-ho;Ahn, Ho-yong
    • Korean Journal of Remote Sensing
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    • v.36 no.5_1
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    • pp.735-747
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    • 2020
  • Recent advanced UAV (Unmanned Aerial Vehicle) technology supply new opportunities for estimating crop condition using high resolution imagery. We analyzed the diurnal change of reflectance and NDVI (Normalized Difference Vegetation Index) in UAV imagery for crop monitoring in clear day condition. Multi-spectral images were obtained from a 5-band multi-spectral camera mounted on rotary wing UAV. Reflectance were derived by the direct method using down-welling irradiance measurement. Reflectance using UAV imagery on calibration tarp, concrete and crop experimental sites did not show stable by time and daily reproducible values. But the CV (Coefficient of Variation) of diurnal NDVI on crop experimental sites was less than 5%. As a result of comparing NDVI at the similar time for two day, the daily mean average ratio of error showed a difference of 0.62 to 3.97%. Therefore, it is considered that NDVI using UAV imagery can be used for time series crop monitoring.