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Investigation on the Management Status of Pear and Apple Orchards Where Fire Blight Disease Was Partially Controlled in Korea (국내 과수화상병을 부분 방제한 배와 사과 과원의 관리 현황 조사)

  • Jun Woo Cho;Eunjung Roh;Yong Hwan Lee;Seong Hwan Kim
    • Research in Plant Disease
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    • v.29 no.3
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    • pp.316-320
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    • 2023
  • Recently, the domestic plant disease control policy for fire blight has been implemented partial control in addition to burial control. In this study, an on-site management survey was conducted targeting orchards that implemented partial disease control from 2019 to 2020 in order to find efficient implementation methods for partial disease control. As a result of an investigation into 22 pear and apple orchards in Cheonan and Chungju, 7 orchards were buried. The upper part of the cut infected plants was burned at 16 orchards and covered with plastic vinyl after lime treatment at 6 orchards. The lower stumps of cut infected plants were burned at 7 orchards and covered with plastic vinyl after lime treatment at 15 orchards. There were two orchards where suckers appeared on the stumps even though covers were applied. There was no infection by Erwinia amylovora in the suckers. The conservation condition of lime treatment was good, but warning signs were absent at 6 orchards. Most orchards treated the stumps and surrounding areas with glyphosate-isopropylamine herbicide. The effect of partial control was judged to be safe.

Cluster-based Delay-adaptive Sensor Scheduling for Energy-saving in Wireless Sensor Networks (센서네트워크에서 클러스터기반의 에너지 효율형 센서 스케쥴링 연구)

  • Choi, Wook;Lee, Yong;Chung, Yoo-Jin
    • Journal of the Korea Society for Simulation
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    • v.18 no.3
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    • pp.47-59
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    • 2009
  • Due to the application-specific nature of wireless sensor networks, the sensitivity to such a requirement as data reporting latency may vary depending on the type of applications, thus requiring application-specific algorithm and protocol design paradigms which help us to maximize energy conservation and thus the network lifetime. In this paper, we propose a novel delay-adaptive sensor scheduling scheme for energy-saving data gathering which is based on a two phase clustering (TPC). The ultimate goal is to extend the network lifetime by providing sensors with high adaptability to the application-dependent and time-varying delay requirements. The TPC requests sensors to construct two types of links: direct and relay links. The direct links are used for control and forwarding time critical sensed data. On the other hand, the relay links are used only for data forwarding based on the user delay constraints, thus allowing the sensors to opportunistically use the most energy-saving links and forming a multi-hop path. Simulation results demonstrate that cluster-based delay-adaptive data gathering strategy (CD-DGS) saves a significant amount of energy for dense sensor networks by adapting to the user delay constraints.

A Study on Dynamic Capacity Assessment of PSC Box Girder High Speed Railway Bridges Using Time Series Load (시계열하중을 이용한 PSC 박스 거더 고속철도교량의 동적성능 평가에 관한 연구)

  • Han, Sung Ho;Bang, Myung Seok;Lee, Woo Sang
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.30 no.3A
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    • pp.211-219
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    • 2010
  • The design concept of high speed railway bridges is applied to a method for increasing the stiffness of existing bridge structures considering the impact factor by a static load. Generally, the process of structural design would be relied upon an advanced foreign technology. However, the dynamic amplification factor (DAF) and dynamic capacity assessment of high speed railway bridges may be conducted essentially a detailed estimation because the resonance phenomenon is affected by the long length (380 m) and high speed (300 km/h) moving of a high speed railway (Korea Train eXpress: KTX). Therefore, this study will be examined the dynamic capacity of the typical PSC Box Girder high speed railway bridge efficiently, and offered the basic information for the reasonable structural design. For this, the static analysis is conducted considering the load line diagram of KTX based upon existing references. In addition, the KTX moving load is transformed into the time series load considering various analytical variables. The time history analysis is assessed reasonable using the transformed time series load. At that time, analytical variables for calculating the time series load are considered loading node distance, time increment and KTX velocity variation etc. The dynamic capacity of the PSC Box Girder high speed railway bridge is examined based upon the FE analysis result systematically. The structural safety is assessed quantitatively in accordance with the related regulation of the inside and outside of the country.

Assessment of MODIS Leaf Area Index (LAI) Influence on the Penman-Monteith Evapotranspiration of SLURP Model (MODIS 위성영상으로부터 추출된 엽면적지수(LAI)가 SLURP 모형의 Penman-Monteith 증발산량에 미치는 영향 평가)

  • HA, Rim;SHIN, Hyung-Jin;Park, Geun-Ae;KIM, Seong-Joon
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.28 no.5B
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    • pp.495-504
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    • 2008
  • Evapotranspiration (ET) is an important state variable while simulating daily streamflow in hydrological models. In the estimation of ET, for example, when using FAO Penman Monteith equation, the LAI (Leaf Area Index) value reflecting the conditions of vegetation generally affects considerably. Recently in evaluating the vegetation condition as a fixed quantity, the remotely sensed LAI from MODIS satellite data is available, and the time series values of spatial LAI coupled with land use classes are utilized for ET evaluation. Four years (2001-2004) of MODIS LAI was prepared for the evaluation of Penman Monteith ET in the continuous hydrological model, SLURP (Semi-distributed Land Use-based Runoff Processes). The model was applied for simulating the dam inflow of Chungju watershed ($6661.3km^2$) located in the upstream of Han river basin. For four years (2001-2004) dam inflow data and meteorological data, the model was calibrated and verified using MODIS LAI data. The average Nash-Sutcliffe model efficiency was 0.66. The 4 years watershed average Penman Monteith ETs of deciduous, coniferous, and mixed forest were 639.1, 422.4, and 631.6 mm for average MODIS LAI values of 3.64, 3.50, and 3.63 respectively.

A Study on the Slip Behavior of Coated High Tension Bolted Joints (도장처리한 고장력볼트 연결부의 미끄러짐 특성에 관한 연구)

  • Kyung, Kab Soo;Lee, Seung Yong;Kim, Ki Hyun
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.28 no.5A
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    • pp.691-697
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    • 2008
  • Coating the high tension bolted frictional joint has been generally allowed for anti-corrosion purpose. However in case of painting on paying surface of the high tension bolt, the influence on a slip strength of the joint depending on precision of painting has remained controversial. The study thus was intended to identify the slip behavior on high tension bolted frictional joint when applying ceramic painting, which has been currently developed. A slip test was conducted on a high tension bolted frictional joint specimen on which ceramic painting has been applied and a slip load and slip coefficient were measured. Based on result, the safety and usability of ceramic painting-applied high tension bolted frictional joint was evaluated. As a result, a difference to some extent by specimen in terms of load-displacement when a slip occurred was observed but an average slip coefficient appeared to have exceeded 0.4, which is the design frictional coefficient set forth in the specification. To secure the safety and usability of ceramic painting-applied high tension bolted frictional joint, it's necessary to establish the standard for painting as well as to revise the relevant specification.

A Study on Rational Design and Construction of High-Tension-Bolt Friction Joints (고장력볼트 마찰이음의 합리적 설계 및 시공에 관한 연구)

  • Lee, Seung Yong;Kyung, Kab Soo
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.26 no.3A
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    • pp.513-521
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    • 2006
  • Many studies have been conducted on the high tension bolt friction connection in the view of the field practice. Those effort, however, unfortunately have not been appropriately applied in the design specifications. Recently, particularly for steel bridges, rationalization of design takes greater attention from designers and hence, demand on rationalization of high tension connection becomes more significant. The purpose of this study is to suggest direction for the rationalization of high tension bolt connection and to also provide fundamental information for the improvement of the design specifications. In order to accomplish the purposes, the design specifications in Korea was analyzed and compared with other specification from abroad, and was studied one of the most important factors including slip coefficient, and the specifications on the size of bolt holes. The effect of over-sized bolt hole and the reduction of axial force on bolt was evaluated through the experimental studies on the slippage of the high tension bolt connections. Other research topics included herein includes the difference of slip coefficients, the effect of over-sized bolt holes and the gap distance of members, and the application of filler plate and corrosion protected bolts. From the research results, it is known that the specifications in Korea apply a constant slip coefficient with respect to the contacted surface conditions while various coefficients are available depending on the contacted surface conditions. Therefore, it is recommended that the specifications in Korea also develop and detail the slip coefficient which can appropriately take account of the variation of the contacted surface conditions. It is also suggested that the limitation abroad on the over-sized bolt hole may be applied for enhancing the effectiveness of construction.

Impacts of Nitrate in Base Flow Discharge on Surface Water Quality (질산성 질소 기저유출이 지표수 수질에 미치는 영향)

  • Kim, Geonha;Lee, Hosik
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.29 no.1B
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    • pp.105-109
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    • 2009
  • It is a well known fact that baseflow discharge of rainfall runoff impacts on water quality of surface water significantly. In this paper, impacts of nitrate discharged as base flow on stream water quality were studied by using a software, PULSE from USGS to calculate monthly ground water discharge from hydrograph. We used water quality and flow rate data for Ghapcehon2 site in Daejeon city for year 2005 as well as ground water quality data in the watershed acquired from government agencies. Agricultural and forestry land use are dominant for upstream of Ghapcheon2 in the watershed. Base flow contributes about 85~95% of stream flows during spring and fall while 25~38% of stream flow was induced by base flow during summer and winter. Monthly nitrate loading discharged as base flow for Ghapcheon2 was estimated by using averaged nitrate concentration of groundwater in the watershed. Nitrate loading induced by base flow at Ghapcheon2 was estimated as 5.4 ton of $NO_{3}{^-}-N/km^{2}$, which is about 60% of nitrate loading of surface water, 9.2 ton of $NO_{3}{^-}-N/km^{2}$. Seasonal variation of nitrate concentration of base flow was estimated by dividing monthly nitrate loading by monthly base flow discharge. Nitrate concentration of groundwater was increasing from rainy season. From this study, it can be understood that ground water quality monitoring is important for the proper manage of surface water quality.

Fatigue Behavior of Steel-Concrete Composite Bridge Deck with Perfobond Rib Shear Connector (유공판재형 전단연결재를 갖는 강-콘크리트 합성바닥판의 피로거동에 관한 연구)

  • Kyung, Kab Soo;Lee, Seung Yong;Jeong, Youn Ju;Kwon, Soon Cheol
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.30 no.1A
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    • pp.71-80
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    • 2010
  • Bridge deck is directly influenced by environment and vehicle load, it is easily damaged so that it requires an appropriate repair and retrofit. Therefore, developing a bridge deck with high durability is necessary in order to minimize the maintenance of bridge deck and use it to its design life. In this study, static test was carried out to evaluate a fatigue capacity of steel-concrete composite deck, which was newly developed by supplementing problems of existing reinforced concrete deck. Based on results from the static test, fatigue load was decided, and fatigue test was conducted under the constant amplitude repeated load. From the fatigue tests, the S-N curve regarding principle structural details of composite deck was made, and characteristics of fatigue behavior was estimated by comparing and evaluating it with fatigue design criteria. In addition, fatigue design guideline was presented. As a result, it is found that each structural details of composite deck proposed by this study, such as upper flange of corrugated steel plate and middle section of it, shear connector and lower flange of corrugated steel plate, is satisfying the fatigue strength.

Elevated Temperature Creep Behavior of Rapidly Solidified Al-9.45wt%Fe-4.45wt%Cr Alloy (급냉응고된 Al-9.45wt%Fe-4.45wt%Cr합금의 고온 크?거동)

  • Rhim, J.K.;Kim, K.H.;Kim, T.S.
    • Journal of the Korean Society of Safety
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    • v.14 no.1
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    • pp.208-215
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    • 1999
  • The creep behavior of a rapidly solidified and consolidated Al-9.45wt%Fe-4.45wt%Cr alloy were investigated in the stress range 40 to 115 MPa and temperature range 300(0.53Tm) to 441$^{\circ}C$(0.66Tm). It is of use to available aerospace and automobile industries for the improved performance of materials used at high temperature. Because Al alloys with improved creep resistance offer the potential for lower weight and reduced costs in aerospace and automobile components (e.g., structural members and engine parts) through the replacement of heavier and more costly materials, the safety in use at high temperature is good. The alloy is characterized by high stress exponents and activation energies for creep, which are greatly dependent on the stress and temperature. Because the creep stress is seen to cause a strongly significant enhancement of coarsening, the coarsening rate of the dispersed particles in all crept specimens is faster than that in isothermally annealed specimens. Dislocations connecting dispersoids are observed more cofrequently in crept specimens with higher stress and lower temperature. The creep strain rates in the power law creep regime were found to be predicted much better by the Shorty and Rosler/Arzt equation with the inclusion of a threshold stress and dislocation detachment mechanism. The dispersoids in this alloy were acting a source of void nucleation that finally leaded to ductile fracture within the grain so called intergranular. Each void was initiated, grown and failed at the dispersoids in the aluminium matrix. Grain boundary accommodation of the slip produced, which result in initiation of the void and then final transgranular fracture. Therefore, it was confirmed that these dispersoids played an important role in the fracture mechanism by the formation of $Al_{13}Fe_4$, $Al_{13}Cr_2$ and $Al_2O_3$.

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The Relationship between Parenting Attitudes Perceived by Elementary School Students and Their Learned Helplessness: The Moderated Mediation Effect of Academic Failure Tolerance and Resilience (초등학생이 지각한 부모의 양육 태도와 학습된 무기력의 관계: 학업 실패 내성과 회복탄력성의 조절된 매개효과)

  • Choi, Hyun-Jung;Lee, Dong-gwi
    • Korean Journal of School Psychology
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    • v.16 no.2
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    • pp.189-205
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    • 2019
  • This study investigated the extent to which parental attitudes and the moderated mediation effect of academic failure tolerance and resilience affect their level of learned helplessness. The participants included 337 fifth and sixth graders in one elementary school in Chungju-si, Chungcheongbuk-do Province. A survey method was used and the research packet included measures of parenting attitudes, helplessness, academic failure tolerance, and resilience. The results are as follows. First, positive parental attitudes, academic failure tolerance, and resilience were positively correlated with each other whereas learned helplessness was negatively associated with the other three variables. Second, academic failure tolerance partially mediated the relationship between parental attitudes and learned helplessness. Third, resilience moderated the relationship between academic failure tolerance and learned helplessness. Lastly, there was a significant moderated mediation effect of resilience on the link between parental attitudes and learned helplessness through academic failure tolerance. The findings indicates the importance of parenting attitudes perceived by elementary school students, academic failure tolerance, and resilience when designing counseling interventions for those with learned helplessness. This study also discusses its limitations and suggestions for future studies.