• Journal of Biosystems Engineering
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• 제36권5호
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• pp.355-360
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• 2011

This study was carried out to analyze the installation effect of an anti-wind net on reducing wind velocity which was used to protect orchards as well as single-span plastichouses. The pressure drop through three types of anti-wind net was measured in a subsonic wind tunnel. The wind reduction through the anti-wind facility for several sets in respect to three types of the net and heights of the facility ranging from 3 to 11 m was analyzed by using computational fluid dynamics (CFD). The measured data showed that the pressure drop increased as an equation of the second degree of the inlet wind velocity. Numerical computations exhibited that the effect of wind reduction definitely augmented as the net size became smaller and increased with the height of the facility being heightened to some extent. For the typical and widely used anti-wind facility with a height of 5 m and a net size of 4mm, the amount of wind reduction came up to 5.1 m/s for the inlet wind velocity of 20 m/s, and also 7.6 and 10.1 m/s for the inlet wind velocities of 30 and 40 m/s, respectively. In case for the orchard's longitudinal length to be within about 200 m, the appropriately effective height of the facility was predicted to be 5 m. Finally, the negative total pressure on the top face of the single-span plastichouse certainly reduced for all the cases with the anti-wind facility being installed. In particular, the reduction of the negative total pressure was more considerable as the inlet wind velocity increased.

• Journal of Biosystems Engineering
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• 제32권6호
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• pp.430-439
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• 2007

This study was carried out to(1) visualize the installation effect of an anti-wind net; (2) evaluate structural stability of typical anti-wind nets in Jeju; and (3) present the optimal specification of pipes in an anti-wind net for maximum instant wind velocities of 40 m/s and 45 m/s. The analyses were done for anti-wind nets with a mesh of 4 mm and a height of 3 m by using CFX and ANSYS. The results showed that the wind went down due to flow resistance when passing through an. anti-wind net. The anti-wind net with the supporting pipe being installed every two main columns was certainly unstable because the main column not sustained by the supporting pipe became cantilever. With regard to the position of a fixing point of the supporting pipe, von Mises stress on pipes was certainly increased as vertical positions of the supporting pipe were changed to be too lower or higher than an adequate position but there was little difference according to horizontal positions. The adequate vertical position was $2{\sim}2.5\;m$ high from the ground. For a maximum instant wind velocity of 40 m/s, the optimal specification of pipes was a main column of ${\varphi}48.1{\times}2.1$ t@2,000, cross beams(bottom and top) of ${\varphi}26.7{\times}1.9\;t$, cross beams(center) of ${\varphi}33.5{\times}2.1$ t/2ea and a supporting pipe of ${\varphi}31.8{\times}1.5$ t@2,000. In case of a maximum instant wind velocity of 45 m/s, the optimal specification of pipes with structural stability was a main column of ${\varphi}48.6{\times}3.25$ t@2,000, cross beams(bottom and top) of ${\varphi}26.7{\times}1.9\;t$, cross beams(center) of ${\varphi}48.1{\times}2.1$ t/2ea and a supporting pipe of ${\varphi}31.8{\times}1.5$ t@2,000.

• 수산해양기술연구
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• 제28권4호
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• pp.385-397
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• 1992

Current measurements at 3 sections and numerical experiments were carried out in Masan Bay to understand the effect of the wind on the residual currents and pollutant transport. The vertical distribution of horizontal velocities were directly affected by the wind at the depths of 1m and 2m beneath the sea surface. Analysis of the velocity data suggested that changes in the vertical gravitational circulation contributed to the net circulation. The net transport of water through the northern part of the bay was observed to be landward, with wind-induced transport of about 100m super(3)/s. Hence, wind is concluded to be the dominant mechanism driving the net circulation in the northern area of Masan Bay. Numerical experiments are shown that when S wind with 5m/s blew, northern area of the bay was generated the horizontal circulation of clockwise and local gyre. On the contrary of those, N wind made her to the anti-clockwise. In the case of no wind, the tidal residual current(constant flow) is very small or neglected except the bay-mouth. The inflow or outflow pattern of the mouth is considered as the flows generated by tidal residual current only. The distance of wind-induced transport of pollutant was as long as 2 times of no wind during the one tidal period.

• 대한원격탐사학회:학술대회논문집
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• 대한원격탐사학회 2007년도 Proceedings of ISRS 2007
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• pp.418-421
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• 2007

Using gridded wind-stress products constructed by satellite scatterometers (ERS-1, 2 and QSCAT) data and those by numerical weather prediction(NWP) model(NCEP-reanalysis), we estimate wind-driven transports of the North Pacific subtropical gyre, and compare them in the central portion of the gyre (around 300 N) with geostrophic transports calculated from historical hydrographic data (World Ocean Database 2005). Even if there are some discrepancies between the wind-driven transports by the QSCAT and NCEP products, they are both in good agreement with the geostrophic transports within reasonable errors, except for the regional difference in the eastern part of the zone. The difference in the eastern part is characterized by an anticyclonic deviation of the geostrophic transport resulting from an anti-cyclonic anomalous flow in the surface layer, suggesting that it is related to the Eastern Gyral produced by the thermohaline process associated with the formation of the Eastern Subtropical Mode Water. We also examine the consistency of the Sverdrup transports estimated from these products by comparing them with the transports of the western boundary current, namely the Kuroshio regions, in previous studies. The net southward transport, based on the sum of the Sverdrup transports by QSCAT and NCEP products and the thermohaline transport, agrees well with the net northward transport of the western boundary current, namely the Kuroshio transport. From these results, it is concluded that the Sverdrup balance can hold in the North Pacific subtropical gyre.

• 생물환경조절학회지
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• 제28권2호
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• pp.150-157
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• 2019

본 연구는 방충망 시설이 생육환경에 미치는 영향을 구명하기 위한 기초자료로 활용되도록 무봉지 재배를 위한 망 시설 테스트베드를 설치하고 온도, 습도, 풍속 및 일사량을 수집한 기상자료를 분석하여 망 시설 내 외부의 미기상 특성을 확인하고자 하였으며, 기상자료를 분석한 결과는 다음과 같다. 온도와 습도의 경우 망의 피복 여부에 따라 $0.2^{\circ}C$, 3.5~4.7%의 차이가 발생하였으며 실험구 대비 대조구에서 수분부족분이 증가하는 경향을 보였다. 외부와 망 시설 내부에서 일사 투과율은 격자크기에 따라 큰 차이를 나타냈다. 특히 격자 크기가 2mm인 경우 외부와의 일사 투과율이 최대 50%정도까지 감소하는 것으로 나타났으며, 이는 과실 생육에 큰 영향을 미칠 수 있기 때문에 격자 크기 선택에 있어서 고려해야할 요소로 판단된다. 태풍 솔릭 내습시의 망 시설 내?외부의 풍속을 비교한 결과, 7 m/s이상의 고풍속일 때 격자 크기가 4 mm 망 시설은 40% 이상, 2 mm의 경우 50% 이상의 풍속 감소율을 보였다. 또한 풍속저감 효과로 인한 낙과 피해도 현저하게 감소하는 것으로 나타났다. 이러한 연구결과는 망 피복에 따른 과수의 생육환경에 미치는 영향과 최근에 잦은 이상기상 발생으로 망 시설을 적용한 이상기상 피해저감 효과 등의 기초자료로 활용될 수 있을 것으로 판단된다.

• 생물환경조절학회지
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• 제23권4호
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• pp.293-302
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• 2014

본 연구에서는 배추 재배에 적합한 규격과 생육 환경을 조성해 줄 수 있는 비가림하우스를 개발하고자 하였다. 전국 53개 배추 비가림재배 농가를 대상으로 비가림하우스 구조실태 및 구조개선 희망사항을 조사하여 비가림하우스 폭과 높이를 설정하였다. 비가림하우스 규격은 농기계 작업의 용이성, 농가의 의견 등을 고려하여 폭 6m, 처마높이 1.6m, 지붕높이 3.2m로 결정하였다. 서까래 규격별 구조안전성과 설치비를 분석한 후 설치비가 가장 적게 드는 Ø$25.4{\times}1.5t$ 파이프를 서까래로 하고 그 간격이 90cm인 모델을 기본 규격으로 결정하였다. 이 규격은 풍속 $27m{\cdot}s^{-1}$, 적설 17cm에 안전하기 때문에 이보다 기상하중이 큰 지역에는 적용하기가 곤란한데, 이를 해소하기 위해 피복재를 용마루까지 열어 골조 피해를 예방할 수 있는 구조로 설계하였다. 비가림하우스 양 측면에 있는 수동개폐기를 돌려 하우스밴드를 느슨하게 풀어주고 제어반에서 열림버튼을 누르면 개폐모터가 가이드 파이프를 따라 올라가면서 피복재가 용마루까지 개방된다. 피복재를 완전 개방할 경우 해충으로 인한 피해가 우려되므로 농가에서는 이를 막기 위해 방충망을 설치할 수 있다. 배추를 재배하는 기간에 태풍이 지나갈 수 있기 때문에 방충망이 구조안전에 미치는 영향을 분석하였다. $40m{\cdot}s^{-1}$의 바람이 방충망으로 덮여있는 비가림하우스 측면에 수직으로 작용하는 조건에 대해 유동-구조 연성해석 기법을 이용하여 구조안전성을 분석하였다. 유동해석 결과, 피복재 부분은 바람의 영향을 그대로 받기 때문에 피복재 표면에 압력이 크게 작용하였다. 방충망 부분에도 풍하중이 작용하였으나 피복재 부분보다는 압력이 작게 작용하고 분포가 균일하였다. 유동해석에서 도출된 압력 데이터를 적용하여 구조해석한 결과, 최대응력은 파이프의 끝단 즉, 지면부분에서 나타났으며, 그 값은 54.6Mpa이었다. 구조안전 판단 기준인 파이프의 허용응력 215MPa 이내여서 구조적으로 안전한 것으로 판단되었다.