• 제목/요약/키워드: Water gauge

검색결과 347건 처리시간 0.031초

남인도양에서의 해수면에 대한 위성자료(Topex/Poseidon 고도계)와 현장자료(Tide Gauge 해면계)간의 비교 (Comparison of Topex/Poseidon sea levels data and Tide Gause sea levels data from the South Indian Ocean)

  • 윤홍주;김상우;이문옥;박일흠
    • 한국정보통신학회:학술대회논문집
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    • 한국해양정보통신학회 2001년도 추계종합학술대회
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    • pp.281-285
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    • 2001
  • According to standard procedures as defined in the users handbook for sea level data processes, I was compared to Topex/poseidon sea level data from the first 350days of mission and Tide Gauge sea level data from the Amsterdam- Crozet- Kerguelen region in the South Indian Ocean. The comparison improves significantly when many factors for the corrections were removed, then only the aliased oceanic tidal energy is removed by oceanic tide model in this period. Making the corrections and smoothing the sea level data over 60km along-track segments and the Tide Gauge sea level data for the time series results in the digital correlation and RMS difference between the two data of c=-0.12 and rms=11.4cm, c=0.55 and rms=5.38cm, and c=0.83 and rms=2.83cm for the Amsterdam, Crozet and Kerguelen plateau, respectively. It was also found that the Kerguelen plateau has a comparisons due to propagating signals(the baroclinic Rossby wave with velocity of -3.9~-4.2cm/sec, period of 167days and amplitude of 10cm) that introduce temporal lags($\tau$=10~30days) between the altimeter and tide gauge time series. The conclusion is that on timescales longer than about 10days the RMS sea level errors are less than or of the order of several centimeters and are mainly due to the effects of currents rather than the effects of sterics(water temperature, density) and winds.

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논벼의 최대용수시기와 순단위용수량의 결정에 대하여 (On the determination of the maximum water requirement Stage and the net unit duty of water in the rice fields)

  • 김철기;김재휘
    • 한국농공학회지
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    • 제26권4호
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    • pp.37-51
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    • 1984
  • The purpose of this study is to find out the determination method of designed duty of water in the rice fields through the comparison of the net unit duty of water at the late reduction division to heading stage with that at the planting stage. The data used for analysing this problem are the data of precipitation and gauge evaporation observed by Cheong-ju Meterological Center, the coefficient of evapotranspiration by College of Agriculture, Chung Buk University and the data of transplanting progressing in Boun area. The results obtained from this analysis are summarized as follows. 1.The occurring year of 1/10 probability value for available precipitation, gauge evaporation and mean maximum daily evapotranspiration during growing season is the year of 1977. 2.The 1/10 probability values of mean maximum evapotranspiration per day under the production rate of 1, 400kg/l0a and 1, 500kg/10a based on the weight of dry matters are 9. 2mm/day and 9. 6mm/day, respectively. 3.The net unit duty of water required in the fields that the maximum planting rate exists is more than the one in the fields that the planting rate is uniform in the planting stage. 4.The determination of net unit duty of water in the late reduction division to heading stage or the planting stage depends upon the daily evapotranspiration and percolation rate in the late reduction division to heading stage or the water depth required for planting and daily consumptive use of water after planting at the planting stage. Therefore the use of figure 5-(1) to figure 5-(6) can easily make the determination of the designed net unit duty of water out of above two kinds of net unit duty of water.

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깊이카메라를 이용한 파고장 계측 시스템의 구축 (Development of Wave Height Field Measurement System Using a Depth Camera)

  • 김호용;전찬일;서정화
    • 대한조선학회논문집
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    • 제58권6호
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    • pp.382-390
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    • 2021
  • The present study suggests the application of a depth camera for wave height field measurement, focusing on the calibration procedure and test setup. Azure Kinect system is used to measure the water surface elevation, with a field of view of 800 mm × 800 mm and repetition rate of 30 Hz. In the optimal optical setup, the spatial resolution of the field of view is 288 × 320 pixels. To detect the water surface by the depth camera, tracer particles that float on the water and reflects infrared is added. The calibration consists of wave height scaling and correction of the barrel distortion. A polynomial regression model of image correction is established using machine learning. The measurement results by the depth camera are compared with capacitance type wave height gauge measurement, to show good agreement.

Image-based rainfall prediction from a novel deep learning method

  • Byun, Jongyun;Kim, Jinwon;Jun, Changhyun
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2021년도 학술발표회
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    • pp.183-183
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    • 2021
  • Deep learning methods and their application have become an essential part of prediction and modeling in water-related research areas, including hydrological processes, climate change, etc. It is known that application of deep learning leads to high availability of data sources in hydrology, which shows its usefulness in analysis of precipitation, runoff, groundwater level, evapotranspiration, and so on. However, there is still a limitation on microclimate analysis and prediction with deep learning methods because of deficiency of gauge-based data and shortcomings of existing technologies. In this study, a real-time rainfall prediction model was developed from a sky image data set with convolutional neural networks (CNNs). These daily image data were collected at Chung-Ang University and Korea University. For high accuracy of the proposed model, it considers data classification, image processing, ratio adjustment of no-rain data. Rainfall prediction data were compared with minutely rainfall data at rain gauge stations close to image sensors. It indicates that the proposed model could offer an interpolation of current rainfall observation system and have large potential to fill an observation gap. Information from small-scaled areas leads to advance in accurate weather forecasting and hydrological modeling at a micro scale.

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리스크 완화를 위한 Wet Scrubber 세정수 pH의 효율적 관리 (Efficient Management of the pH of the Wet Scrubber Washing Water for Risk Mitigation)

  • 주동연;서재민;김명철;백종배
    • 한국안전학회지
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    • 제35권6호
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    • pp.85-92
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    • 2020
  • Wet Scrubber reacts the incoming pollutant gas with cleaning water (water + absorbent) to absorb pollutants and release the clean air to the atmosphere. Wet scrubbers and packed tower scrubbers using this principle are widely used in businesses that emit acid gases. In particular, in the etching process using hydrochloric acid (HCl), alkaline washing water (NaOH) having a pH of about 8 to 11 is used to absorb a large amount of acid gas. However, These salts are attached to the injection nozzle (nozzle), filling material (packing), and the demister (Demister), causing air pollution, human damage, and inoperability due to clogging and acid gas discharge. Therefore, In this study, an improvement plan was proposed to manage the washing water with pH 3~4 acidic washing water. The test method takes samples from the Wet Scrubber flue measurement laboratory twice a month for 1 year. Hydrogen chloride (HCl) concentration (ppm) was measured, and nozzle clogging and scale conditions were measured, compared, and analyzed through a differential pressure gauge and a pressure gauge. As a result of the check, it was visually confirmed that the scale was reduced to 50% or less in the spray nozzle, filler, and demister. In addition, the emission limit of hydrogen chloride in accordance with the Enforcement Regulation of the Air Quality Conservation Act [Annex 8] met 3 ppm or less. Therefore, even if the washing water is operated in an acidic pH range of 3 to 4, it is expected to reduce air pollution and human damage due to clogging of internal parts, and it is expected to reduce maintenance costs such as regular cleaning or replacement of parts.

레이더 강우의 편의 보정을 위한 지역적으로 편중된 우량계망의 평가: 강화 강우레이더의 사례 연구 (Evaluation of Spatially Disproportionate Rain Gauge Network for the Correction of Mean-Field Bias of Radar Rainfall: A Case Study of Ganghwa Rain Radar)

  • 유철상;윤정수;김병수;하은호
    • 한국수자원학회논문집
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    • 제42권6호
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    • pp.493-503
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    • 2009
  • 레이더 강우의 편의 추정은 근본적으로 레이더 강우의 평균과 참값으로 가정되는 우량계 강우의 평균과의 차이를 결정하는 문제이다. 두 관측치의 차이를 정확히 결정하기 위해서는 두 관측치의 차이에 대한 분산이 매우 작아야 하며, 따라서 비교되는 관측치의 수가 충분히 확보되어야 한다. 즉, 이 문제는 두 관측치의 차이에 대한 분산의 규모를 주어진 조건에 맞추기 위해 필요한 우량계의 수를 결정하는 것이 된다. 본 연구에는 특히 일부 지역에만 우량계의 설치가 가능한 경우를 대상으로 하고자 한다. 이는 임진강 유역에 대해 강우레이더를 운영하는 경우에 해당하는 문제이며, 또한 바다와 접한 지역에서 레이더를 설치 운영할 경우에도 발생하는 문제이다. 본 연구에서는 임진강 유역을 대상으로 하였으며, 전체 유역의 약 1/3정도인 하류유역에서만 우량계 자료가 가용한 경우와 전체 유역에 대해 우량계 강우가 가용한 경우의 차이를 비교하였다. 이러한 분석결과를 토대로 임진강 유역 전체 지역에 고르게 우량계가 분포할 경우의 관측정도를 얻기 위한 하류유역의 우량계 밀도를 제시하였다.

레이더 강우 자료를 이용한 도시유역의 유출 모의 (Runoff Simulation of An Urban Drainage System Using Radar Rainfall Data)

  • 강나래;노희성;이종소;임상훈;김형수
    • 한국습지학회지
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    • 제15권3호
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    • pp.413-422
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    • 2013
  • 최근 공간적으로 지역적 편차가 심한 형태의 강우가 빈번히 발생하고 있으며, 기존 지점관측방식의 지상우량 관측망으로는 강우의 발생 및 이동을 고려한 공간적인 편차를 정확히 관측하는 것이 어렵다. 따라서 본 연구에서는 강우의 시 공간적인 분포를 고려할 수 있는 레이더 강우를 도시 소유역에 적용하여 유출을 모의 하고자 하였다. 서울시 구로구 일대를 대상지역으로 선정하였으며, AWS (Automatic Weather Station)를 기준으로 소유역을 분할한 후, 지상 강우를 이용하여 레이더 강우자료를 보정하였다. 보정된 레이더 강우를 토대로 소유역별 면적강우량을 산정하였고, 도시배수시스템을 고려할 수 있는 XP-SWMM 모형을 이용하여 유출모의를 실시하였다. 소유역별로 보정된 레이더 강우자료는 지상강우량의 60~95% 수준을 나타내었다. 물론 강우의 양적인 차이로 인해 전체 유출량에 차이가 존재하였으며, 특히, 첨두유출량의 발생시각이 빨라짐을 확인할 수 있었다. 본 연구는 레이더 강우를 도시유출 모형에 활용한 사례로 도심지의 홍수유출 예측을 위한 기술적 기초자료로 활용될 수 있을 것이다.

철도교 상시계측시스템의 교정 및 교정상수 설정에 관한 연구 (Calibration of Health Monitoring System installed in the Railway Bridges)

  • 박준오;이준석;최일윤;민경주
    • 한국철도학회논문집
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    • 제5권3호
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    • pp.148-157
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    • 2002
  • A health monitoring system becomes a useful tool to obtain information on long term behavior of the important railway structures such as very long span and special type bridges. The health monitoring system not only gives the direct measurement data of the railway bridges but also provides the basic data on the maintenance of the structures. Therefore, periodic calibrations of the health monitoring system will be a necessary step toward precise and accurate assessment of the railway bridges. In this study, the calibration and gauge factor readjustment process made for the health monitoring system installed in the railroad bridges is reviewed and some findings are explained in detail: specifically, the calibrators made for this purpose are illustrated and the regression processes of the calibration on long-term displacement using water level sensor, longitudinal displacement using LVDT sensor, instantaneous displacement using LVDT sensors and accelerometer are described in full length. Based on the regression results, it was found that the gauge factors need to be readjusted according to the regression equation but, since the deviation or shift is not serious so far, long-term observation on each sensor is also recommended. Future work will be concentrated on the long-term analysis of each sensor and on the database creation so that the assessment of the structures is possible.

다공 세라믹 컵을 이용한 디지털 토양수분 장력계 개발 (Development of a Digital Soil Tensiometer using Porous Ceramic Cups)

  • 정인규;장영창;김기복;김용일;정선옥
    • Journal of Biosystems Engineering
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    • 제32권6호
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    • pp.448-454
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    • 2007
  • This study was conducted to develop a 100 kPa soil tensiometer mainly consisted of a porous ceramic cup, water-holding tube, and a digital vacuum gauge, through theoretical design analysis and experimental performance evaluation. Major findings were as follows. 1. Theoretical analysis showed that air entry value of a porous media decreased as the maximum effective size of the pore increased, and the maximum diameter of the pores was $2.9\;{\mu}m$ for measuring up a 100 kPa of soil-water tension. 2. Property analysis of tensiometer porous cups supplied in Korean domestic market indicated that main components were $SiO_2$ and $Al_2O_3$ with a porosity range of $33.8{\sim}49.3%$. 3. The porous cup selected through sample fabrication and air-permeability tests showed weight ratios of 87% and 11% for $Al_2O_3$ and $SiO_2$. The analysis of SEM (scanning electron microscope) images showed that the sample was sintered at temperatures of about $1150^{\circ}C$, which consisted of pores with sizes of up to 25% of those for commercial porous cups. 4. The prototype soil tensiometer was fabricated using the developed porous cup and a digital vacuum gauge that could measure water tension with a pressure of 85 kPa in air tests. 5. In-soil tests of the prototype conducted during a period of 25-day drying showed that soil-water tension values measured with the prototype and commercial units were not significantly different, and soil-water characteristic curves could be established for different soils, confirming accuracy and stability of the prototype.

연속수정법을 이용한 레이더 자료와 지상 강우자료의 합성 (Synthesis of Radar Measurements and Ground Measurements using the Successive Correction Method(SCM))

  • 김경준;최정호;유철상
    • 한국수자원학회논문집
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    • 제41권7호
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    • pp.681-692
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    • 2008
  • 본 연구에서는 자료동화 기법의 가장 간단한 방법이라 할 수 있는 연속수정법(successive correction method)을 이용한 레이더 강우자료와 지상 강우자료의 합성방법에 대한 적용성을 검토하였다. 우선 연속수정법의 적용 시 고려해야 할 사항인 반복계산 횟수 및 영향 반경의 규모를 민감도 분석을 통해 결정하였다. 또한 자료 합성에 대한 정량적인 평가를 위해 밀도 있는 지상 강우자료를 공간분포시켜 실제 강우장을 가정하였다. 최근 자료 합성에 많이 이용되고 있는 co-Kriging을 이용하여 두 자료를 합성하여 연속수정법에 의한 자료 합성 결과를 정량적으로 분석하였다. 그 결과 간단하고 경제적인 자료동화 기법인 연속수정법으로도 co-Kriging을 이용하는 경우의 통계적 특성 및 정확도를 확보할 수 있다는 것을 알 수 있었다.