• Title/Summary/Keyword: site monitoring

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Chemical Characteristics of Ambient Aerosol during Asian Dusts and High PM Episodes at Seoul Intensive Monitoring Site in 2009 (2009년 서울지역 황사 및 고농도 미세먼지 사례 시 미세먼지의 화학성분 특성)

  • Park, Seung-Myung;Moon, Kwang-Joo;Park, Jong-Sung;Kim, Hyun-Jae;Ahn, Jun-Yong;Kim, Jeong-Soo
    • Journal of Korean Society for Atmospheric Environment
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    • v.28 no.3
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    • pp.282-293
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    • 2012
  • This study aimed to show the chemical characteristics of $PM_{10}$ and $PM_{2.5}$ during Asian dust (AD) events and high PM episodes observed in Seoul. Time-resolved chemical composition of $PM_{10}$ or $PM_{2.5}$ was monitored in 1 hour interval using ambient ion monitor, semi-continuous carbon monitor, and on-line XRF spectrometer at Seoul intensive monitoring site in 2009. Considering that AD events were classified into three different cases according to the source area and pathway, the concentrations of ammonium-sulfate and trace metal components were relatively high when the AD were occurred in Gobi and inner-mongolia and transported across the Bohai bay. In addition, the influence of alkaline dust, which carried from saline land located in the northeastern China, was observed when the AD was originated from Gobi, inner-mongolia, and Manchuria. Except AD events, the high PM episodes observed in Seoul were impacted by various anthropogenic sources such as biomass burning, motor vehicle, oil combustion and road dust.

Impact Assessment of Liquid Manure Application on Soil and Shallow Groundwater in Poplar Experimental Site (액비 시비에 따른 포플러시험포 토양수 및 천층지하수 수질 영향 평가)

  • Hong, Eun-Mi;Choi, Jin-Yong;Nam, Won-Ho;Lee, Sang-Hyun;Yoo, Seung-Hwan
    • Journal of The Korean Society of Agricultural Engineers
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    • v.57 no.1
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    • pp.25-35
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    • 2015
  • As livestock manure treatment is becoming a problem, manure application in forest plantation is recommended as an alternative. In this study, to investigate the impact due to liquid manure application in forest plantation, soil, soil water and shallow groundwater quality had been monitored in poplar experimental site where the liquid manure (LM) was applied. Water samples were collected weekly during growing season (April to October) from 2008 to 2011. From the monitoring results, phosphorus concentration in the soil and soil water had no significant difference between LM and control plots. $NO_3$-N concentration of soil water in LM, however, showed higher concentration (13.6 mg/l at 40 cm, 35.1 mg/l at 80 cm) than control plot (1.5 mg/l at 40 cm, 0.5 mg/l at 80 cm). In case of shallow groundwater quality, pH, heavy metal, etc. were satisfied to the national agricultural water quality standard of groundwater and there were no significant difference between upstream and downstream. The $NO_3$-N concentration of shallow groundwater was also not exceeded the national drinking water standard. However, $NO_3$-N concentration in soil water and downstream of shallow groundwater had increased in 2011 when non-composted LM was applied mostly in non-growing season of tree (September). From the results, it is important to control nitrogen source, application time and decomposed or not when LM is applied. In addition, to investigate nitrate source, further long-term monitoring and modelling could be necessary.

A Review on the Building Wind Impact through On-site Monitoring in Haeundae Marine City: 2021 12th Typhoon OMAIS Case Study

  • Kim, Jongyeong;Kang, Byeonggug;Kwon, Yongju;Lee, Seungbi;Kwon, Soonchul
    • Journal of Ocean Engineering and Technology
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    • v.35 no.6
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    • pp.414-425
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    • 2021
  • Overcrowding of high-rise buildings in urban zones change the airflow pattern in the surrounding areas. This causes building wind, which adversely affects the wind environment. Building wind can generate more serious social damage under extreme weather conditions such as typhoons. In this study, to analyze the wind speed and wind speed ratio quantitatively, we installed five anemometers in Haeundae, where high-rise buildings are dense, and conducted on-site monitoring in the event of typhoon OMAIS to determine the characteristics of wind over skyscraper towers surround the other buildings. At point M-2, where the strongest wind speed was measured, the maximum average wind speed in 1 min was observed to be 28.99 m/s, which was 1.7 times stronger than that at the ocean observatory, of 17.0 m/s, at the same time. Furthermore, when the wind speed at the ocean observatory was 8.2 m/s, a strong wind speed of 24 m/s was blowing at point M-2, and the wind speed ratio compared to that at the ocean observatory was 2.92. It is judged that winds 2-3 times stronger than those at the surrounding areas can be induced under certain conditions due to the building wind effect. To verify the degree of wind speed, we introduced the Beaufort wind scale. The Beaufort numbers of wind speed data for the ocean observatory were mostly distributed from 2 to 6, and the maximum value was 8; however, for the observation point, values from 9 to 11 were observed. Through this study, it was possible to determine the characteristics of the wind environment in the area around high-rise buildings due to the building wind effect.

Complexity of Groundwater Flow System in a Site Reflected in the Fluctuations of Groundwater Level and Temperature (지하수위와 수온 변동에 나타난 부지 규모 지하수 흐름장의 복잡성)

  • Jonghoon Park;Dongyeop Lee;Nam C. Woo
    • Economic and Environmental Geology
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    • v.55 no.6
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    • pp.563-570
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    • 2022
  • This study was objected to show the complexity of groundwater flow system in a site-scale area as a design parameter of the groundwater monitoring network for early detection of pollutant leakage from a potential source of groundwater contamination (e.g., storage tank). Around the tanks, three monitoring wells were installed at about 22~25 m deep and groundwater level and temperature had been monitored for 22 months by 2-minute interval, and then compared with precipitation and temperature data from nearby weather station. Annual variation of groundwater level and its response to precipitation event, variation of groundwater temperature and delayed response to that of atmospheric temperature indicate the complexity of groundwater flow and flow paths even in the relatively small area. Thus, groundwater monitoring network for early detection of contaminant leakage should be designed with full consideration of the complexity of groundwater flow system, identified from the detailed hydrogeological investigation of the site.

Feasibility Study on the Landfill Monitoring and Leakage Detection System

  • Park, Jun-Boum;Kwon, Ki-Bum;Oh, Myoung-Hak;Mishra, Anil Kumar
    • Proceedings of the Korean Geotechical Society Conference
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    • 2007.09a
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    • pp.558-569
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    • 2007
  • It is important to obtain real-time data from long-term monitoring of landfills and develop leachate leakage detection system for the integrated management of landfills. A novel real time monitoring system and early leakage detection system was suggested in this study. The suggested monitoring system is composed of two parts; (1) a set of moisture sensors which monitor the areas surrounding the landfill, and (2) a set of moisture and temperature sensors which monitor the landfill inside. For the assessment for landfills stabilization, real-time monitoring system was evaluated in dry and wet cell of pilot-site. In addition, the grid-net electrical conductivity measurement system was also suggested as early leakage detection system. In this study, the field applicability of suggested systems was evaluated through pilot-scale field tests. The results of pilot-scale field model tests indicate that the grid-net electrical conductivity measurement method can be applicable to the detection of landfill leachate at the initial stage of intrusion, and thus has a potential for monitoring leachate leakage at waste landfills.

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A versatile software architecture for civil structure monitoring with wireless sensor networks

  • Flouri, Kallirroi;Saukh, Olga;Sauter, Robert;Jalsan, Khash Erdene;Bischoff, Reinhard;Meyer, Jonas;Feltrin, Glauco
    • Smart Structures and Systems
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    • v.10 no.3
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    • pp.209-228
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    • 2012
  • Structural health monitoring with wireless sensor networks has received much attention in recent years due to the ease of sensor installation and low deployment and maintenance costs. However, sensor network technology needs to solve numerous challenges in order to substitute conventional systems: large amounts of data, remote configuration of measurement parameters, on-site calibration of sensors and robust networking functionality for long-term deployments. We present a structural health monitoring network that addresses these challenges and is used in several deployments for monitoring of bridges and buildings. Our system supports a diverse set of sensors, a library of highly optimized processing algorithms and a lightweight solution to support a wide range of network runtime configurations. This allows flexible partitioning of the application between the sensor network and the backend software. We present an analysis of this partitioning and evaluate the performance of our system in three experimental network deployments on civil structures.

Monitoring of Irrigation Water Supply and Water Quality from a Pumping Station (양수장의 농업용수 공급량 및 수질 모니터링)

  • Choi Jin-kyu;Son Jae-gwon;Koo Ja-woong;Yoon Kwang-sik;Kim Young-ju
    • KCID journal
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    • v.7 no.1
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    • pp.19-26
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    • 2000
  • The irrigation water supply and water quality from a pumping station were surveyed. Guiseok pumping station was selected as a monitoring site. Water level in irrigation canal was monitored continuously and water samples were taken and analyzed, periodical

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A Study on Development of GNSS-based Measurement System for Monitoring Slope Site

  • Lee, jin-duk;Chang, ki-tae;Bhang, kon-joon
    • Proceedings of the Korea Contents Association Conference
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    • 2015.05a
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    • pp.5-6
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    • 2015
  • A GNSS based measurement system was constructed with not only the core sensors of a GNSS receiver, a TRS sensor and a soil moisture sensor but supplementary installation of power supply and radio communication for monitoring steep slope sites. The sensor combination extracts and transfers not only ground displacement in real-time but soil moisture content.

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Realization of Remote Condition Monitoring System for Check Valve (체크밸브의 원격 상태감시 시스템 구현)

  • Lee Seung-Youn;Jeon Jeong-Seob;Lyou Joon
    • Journal of Institute of Control, Robotics and Systems
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    • v.11 no.8
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    • pp.662-668
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    • 2005
  • This paper presents a realization of check valve condition monitoring system based on fault diagnosis algorithm and Fieldbus communication. We first acquired AE(acoustic emission) sensor data at the check valve test loop, extract fault features through the teamed neural network, and send the processed data to a remote site. The overall system has been implemented and experimented results are given to show its effectiveness.

Study on The Corrosion Rate Monitoring of Steel in Concrete Using Electric resistance Sensor and Electrochemical Methods. (전기저항형 센서 및 전기화학적 방법을 이용한 철근콘크리트 구조물의 부식속도 측정 방법에 관한 연구)

  • 조용범;김용철;장상엽;고영태
    • Proceedings of the Korea Concrete Institute Conference
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    • 2001.11a
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    • pp.1185-1192
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    • 2001
  • This paper reviews available techniques for monitoring corrosion of steel in concrete. The need for early detection and diagnosis of corrosion related deterioration in reinforced structures is widely acknowledged. This is particularly important in reinforced concrete structures on account of the economic and social significance of the problem. The current generally used on-site procedure for corrosion monitoring of reinforced structures employs a method of half-cell surface potential measurements. While the technique has provided a useful means of delineating areas of high or low corrosion risk, there are difficulties in its use and interpretation when assessing rates of deterioration. Electrochemical techniques are by far the most suitable for corrosion monitoring purpose and meet most of the requirements. The aim of this paper is to describe the electric resistance sensor(ER sensor) and electrochemical techniques employed to monitor and estimate corrosion rates of reinforcement. Early detection and diagnosis of corrosion hazards allows preventive measures to be taken, hence the typically expensive repair of severely deteriorated structures can be avoided.

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