• Journal of the Korean Society of Marine Environment & Safety
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• v.25 no.2
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• pp.244-250
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• 2019

We investigated the relationship between morphological characteristics and individual dry weight to develop a method for estimating the individual dry weight of sheet form macroalgae: Ulva australis, Ulva linza, Pachymeniopsis lanceolata, and Pyropia yezoensis. In Total, 319 thalli of various sizes were collected at six sites from February 2017 to December 2018. An interspecific allometric exponent of 0.28 was found for length-biomass allometry in four sheet form macroalgae, corresponding to a 1/4-power law for primary producers. The relationships between surface area and individual dry weight, as well as between individual fresh weight and individual dry weight, were found to fit significantly using linear regression equations. This explained 94-99 % of individual dry weight, indicating that surface area and individual fresh weight can be used to accurately estimate individual dry weight. We propose the use of this method when experimental processes do not allow individual dry weight to be measured directly, so researchers can save both time and expense.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.26 no.1A
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• pp.143-153
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• 2006

In design of bridges, estimation of actions and loadings is very important for the safety and maintenance of bridges. In general, effect of traffic loading on the bridge can be modeled as live load (including impact load) and fatigue load. For estimation of traffic loading, it is important to get reliable and comprehensive truck statistical data such as the traffic and weight information. To get statistical data, Bridge Weigh-In-Motion (BWIM), which measures the truck weights without stopping the traffic, is need to be developed. In this study, BWIM system with various functions is developed first. Then this system is used to get comprehensive truck data. Traffic loadings including fatigue and live loading are formulated from the truck data acquired from the bridges. Objectives of this study are to develop the BWIM system, to apply the system in test bridge in Highway, and to formulate the live and fatigue loading for bridge design.

• International Journal of Highway Engineering
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• v.12 no.3
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• pp.17-26
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• 2010

Maintenance of the roads and bridges is a major issue for all road administrators around the world, and various initiatives are being implemented in each region for the purpose of controlling the ever increasing road maintenance cost while ensuring the safety of the vehicles driving. Efforts for such initiatives have also been made in Asia and initiatives for managing heavy-weight vehicles have recently gained momentum in Korea and Japan. We have developed a technology for unevenly installing bar-shaped sensors (piezo quartz sensors) to enable dynamic axle load measurement at a highly accurate level, and have estimated our measurement accuracy of axle load/gross weight, etc. on an actual road. The measurement accuracy of the axle load/gross weight varies significantly depending on the number of sensors installed. In our implementation, the target accuracy was set to below ${\pm}5%$ for gross weight measurement so that automatic regulation can be applied. We have achieved our target by installing 8-point measurement system. However, to have this technology widely accepted, it was necessary to reduce the system size so that it can be easily implemented. Therefore, we have estimated the relationship between the measurement accuracy and the system size (number of measurement points), and have come up with the proposal of 3-point measurement as an optimum number of measurement points, and have estimated its performance on an actual road. Additionally, we evaluated the relationship between the measurement accuracy and vehicle velocity.

• Journal of the Korea institute for structural maintenance and inspection
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• v.10 no.2
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• pp.111-123
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• 2006

In the design of bridges, exact evaluation of traffic loading is very important for the safety and maintenance of bridges. In general, traffic loading is represented by live load (including impact load) and fatigue load. For exact evaluation of traffic loading, it is important to get reliable and comprehensive truck data including the traffic and weight information. It requires the development of Bridge Weigh-In-Motion (BWIM), which measures the truck weights without stopping the traffic. Objectives of the study is (1) to develop the BWIM system, (2) to verified the system in bridges in Highways.

• Journal of Korean Ophthalmic Optics Society
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• v.13 no.4
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• pp.59-63
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• 2008

Purpose: The purpose of this study is to understand a relation of water content measurement with two different method, water removal method and dry method. Methods: 72 hydrogel contact lens containing various water content (ranged from 47% to 58%) were measured by the gravimetric method at 20$^{\circ}C$and 21% of the humidity. We weighed the dried test specimen at room temperature for 30 min after cooling. Results: In dry blotting method, the water content was measured to 47.43${\pm}$8.48%. The water contents was measured to 48.15${\pm}$8.36% with wet blotting condition. It was found that wet blotting method showed the higher water content of about 7% than dry blotting method. In water content with two dry methods, each of results was measured by 47.89${\pm}$8.06% and 49.56${\pm}$7.06%. In case of microwave method, the water content was measured significantly higher water content of about 1.67% than vacuum oven method. However, no statistical difference was found (p>0.05). Conclusions: In water removal method (Dry blotting method and Wet blotting method) to weigh hydrated test specimen, wet blotting method showed significantly higher water content than dry blotting method. Also in case of dry methods (vacuum oven and microwave) to weigh dry test specimen, water content of microwave method showed higher water content than vacuum oven method, but it should be noted that microwave oven method must be used carefully to measure accurateness on the specimen position and wave power.

• 한국항공운항학회:학술대회논문집
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• 2016.05a
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• pp.30-34
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• 2016

TR-60 틸트로터 무인기는 전장 3m, 최대이륙중량 200kg로서 2013년 2월 자동천이비행에 성공한 비행체로서 현재 해상운용을 위한 함상이착륙기술을 개발 중에 있다. 무인기 해상운용은 육상보다 심한 염무와 바람과 선박의 운동에 의한 착륙대의 이동 등의 열악한 환경에서 이루어져야 한다. 이동이 있는 착륙대와 착륙장 주변의 장애물을 고려하면 정확한 착륙을 위한 정밀한 항법유도가 요구된다. TR-60의 정밀항법유도를 위해서 수cm 단위의 정확도를 갖는 RTK GPS 기반의 정밀상대항법과 이동 착륙장 대한 자동착륙유도를 설계하고 구현함으로 함상자동 이착륙 기술을 개발하였다. 본 논문에서는 RTK GPS 기반의 정밀상대항법과 자동착륙유도에 대한 연구와 함상접근착륙절차에 따른 자동착륙정확도 측정 비행시험 결과를 기술하였다.

• Proceedings of the Korea Water Resources Association Conference
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• 2007.05a
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• pp.229-235
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• 2007

관개나 수분수지 규명을 위한 기본적인 자료는 토양수분 함량이다. 그러나, 포장상태에서의 토양수분 함량은 직접 측정하는 것이 쉽지 않기 때문에 많은 경우 건조기를 이용한 중량수분 함량측정 방법을 이용하거나 토양수분 포텐셜 측정용인 텐시오미터를 이용한 토양수분의 에너지 특성을 관개에 활용하는 것이 현실이었다. 중량수분 함량은 시료를 채취해서 건조하기 때문에 시료채취 당시의 토양수분 함량을 아는 것이 어렵고, 토양수분 포텐셜은 에너지를 측정하는 것이기 때문에 이 역시 토양의 수분함량을 얻는 것이 불가능 하다. 따라서, 최근에 이런 측정상의 어려움을 극복하기 위해 여러 나라에서 포장에서의 토양수분 함량을 직접 측정하는 다양한 센서를 개발하고 있고 있다. 그 중 몇 가지는 현재 우리나라에 공급되고 있는데, 가격 등의 문제로 별로 알려져 있지는 않다. 센서는 현장에서 수분함량을 파악할 수 있는 장점이 있기 때문에 관개에 직접 적용이 가능하며 자동화시설이나 수분수지 모형 산정에도 활용할 수 있다. 본 시험은 우리나라에 소개되어 있는 몇 가지의 토양수분 측정용 센서를 현장에서 코어를 이용해 측정한 용적수분 함량과 비교하여 센서의 정확도나 이용 가능성을 검정하고자 하였다. 코어를 이용해 실측한 토양 용적수분 함량과 비교하고자 7종의 센서를 선택해 실험에 이용하였다. 가격이 비싼 것으로 알려진 TDR 형태의 센서가 2종이었으며, 나머지 5종은 FDR 형태의 센서였다. TDR 센서는 Soilmoisture사에서 제작한 MiniTrase와 Imko 사의 Trime이고, FDR은 Sentek사에서 개발한 EasyAG, EnviroSCAN과 Delta-T사에서 제작한 PR-1과 WET-2 및 Decagon사에서 제작한 $ECH_2O$ 센서였다. 실헙방법은 본량사양토인 포장에서 건조한 상태인 시험구와 물이 포화된 시험구를 만들어 놓고, 그곳에서 센서 종류별로, 측정 깊이별로 토양의 용적수분 함량을 측정하고, 센서로 측정한 위치 바로 옆에서 코어를 이용해 토양시료를 채취하고 이를 건조기에 건조해 용적수분 함량을 측정하였다. 비교결과 TDR인 MiniTrase가 결정계수$(r^2)$가 0.964이고 표준오차(SE)가 0.01로 좋은 결과를 보여줬고 WET-2가 $r^2$와 SE가 0.932와 0.013이였으며 EasyAG는 0.877과 0.0211, EnviroSCAN은 0.803과 0.0259의 값을 보였다. 일반적으로 토양수분 함량 측정오차가 1% 미만인 센서가 정확한 수분함량 해석을 유도할 것이지만 위의 센서 중 MiniTrase를 비롯한 4개의 센서 정도가 토양의 수분 함량을 측정하는데 유용할 것이라는 결론을 얻었다.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.22 no.4
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• pp.339-347
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• 2004

This study aims at calculating the exact soil conversion factor of cutting and banking areas of weathering rocks in large-scaled construction sites where land is being developed into home lots. For this, we have excavated the respective 20 sites of the cutting and banking areas in the said site and then calculated the volume after the excavation. As a result, the relative accuracy of the difference was calculated at 0.5% in average. We have calculated the exact soil conversion factor by the use of function ratio as per the wet unit weight and the indoor soil quality test as per volume calculated. And then we have found out minor differences as a result of the comparison and analysis with soil conversion factor determined by the dry unit weight test as per sand replacement method. This may be judged as a rational design method for the calculation of soil conversion factor, as well as high reliability of site test as a precision photogrammetry is adopted for volume measurement of the irregular excavating areas.

• Horticultural Science & Technology
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• v.34 no.1
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• pp.77-83
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• 2016

The measurement of total fresh weight of plants provides an essential indicator of crop growth for monitoring production. To measure fresh weight without damaging the vegetation, image-based methods have been developed, but they have limitations. In addition, the total plant fresh weight is difficult to measure directly in hydroponic cultivation systems because of the amount of nutrient solution. This study aimed to develop a real-time, precise method to measure the total fresh weight of Romaine lettuce (Lactuca sativa L. cv. Asia Heuk Romaine) with growth stage in a plant factory using a nutrient film technique. The total weight of the channel, amount of residual nutrient solution in the channel, and fresh shoot and root weights of the plants were measured every 7 days after transplanting. The initial weight of the channel during nutrient solution supply (Wi) and its weight change per second just after the nutrient solution supply stopped were also measured. When no more draining occurred, the final weight of the channel (Ws) and the amount of residual nutrient solution in the channel were measured. The time constant (${\tau}$) was calculated by considering the transient values of Wi and Ws. The relationship of Wi, Ws, ${\tau}$, and fresh weight was quantitatively analyzed. After the nutrient solution supply stopped, the change in the channel weight exponentially decreased. The nutrient solution in the channel slowly drained as the root weight in the channel increased. Large differences were observed between the actual fresh weight of the plant and the predicted value because the channel included residual nutrient solution. These differences were difficult to predict with growth stage but a model with the time constant showed the highest accuracy. The real-time fresh weight could be calculated from Wi, Ws, and ${\tau}$ with growth stage.

• Proceedings of the KIEE Conference
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• 2006.07d
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• pp.1801-1802
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• 2006

강우량계는 기상관측 장비중 비가 온 양을 측정하기 위한 장비로 전도형, 저수형, 중량형, 로드셀형 등 다양한 종류의 강우량계가 있다. 전도형 우량계의 경우 단순한 측정방법 및 유지보수의 용이성, 접점방식에 의한 신호의 디지털화 적용성이 우수하기 때문에 가장 널리 사용되고 있다. 전도형 우량계는 분해능에 따라 0.1mm, 0.2mm, 0.5mm, 그리고 1.0mm급으로 분류며, 저수지 관리를 위해 사용되고 있는 우량계는 1.0mm 급을 주로 사용하고 있으며, 보다 정밀하게 측정하기 위하여 0.5mm 급 우량계도 사용하고 있다. 이러한 전도형 우량계의 정확도를 검정하기 위한 방법으로 수자원연구원에 질량측정에 의한 검 교정을 할 수 있는 표준교정시스템이 구축되어 있으며, 이 시스템을 이용하여 0.5mm 및 1.0mm 전도형 우량계에 대하여 강우강도를 20, 40, 60, 80, 100, 120, 140, 160, 180, 200 mm/h로 가변하면서 강우강도의 변화에 따른 분해능이 다른 우량계의 오차특성을 비교 분석하고자 한다.