• Journal of Korean Society of Forest Science
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• v.83 no.3
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• pp.299-310
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• 1994

This study was carried out to examine the optimal road spacing and road density to minimize the total harvesting cost(road construction cost plus yarding cost) for mechanized yarding system to roadside by one - and two-stage two-way in Forestry build-up region. Chunchon-kun, Kangwon-do. The estimated road construction costs were ranged from ten million won to sixty million won per km. The results have indicated that cable crane was appropriate for yarding machine by one-stage, two-way, and estimated optimal road spacing was 1,698m~4,192m, averaged 3,087m, and road density was 3.44m/ha~8.44m/ha, and averaged 5. 12m/ha. In hilly terrain, combination of medium yarder and Logging bogie was suited to yarding machine by two-stage, two-way, and calculated optimal road spacing was 1,483m~3,481m, averaged 2,589m, and road density was 4.05m/ha~9.46m/ha, averaged 5.90m/ha. In steep terrain, combination of medium yarder and jinsung winch was suited, and estimated optimal road spacing was 1,693m~3,982m, averaged 2,960m, and road density was 3.68m/ha~8.64m/ha, averaged 5.38m/ha.

• Journal of the Korean Society of Fisheries and Ocean Technology
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• v.37 no.2
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• pp.95-105
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• 2001

A series of experiment is carried out to determine the holding power of the existing anchors used in the stationary gear in the coast of the South sea. The experiment apparatus is made of the pulling machine, the load cell, the personal computer and three water tanks the bottom of which are mud, sand and m & s respectively. The result obtained are as follows : 1. On the tension and holding power of the existing anchors, B-type of the stock anchor with two fluke shows the greatest and gets smaller on order of A-type one with a fluke. The holding power of the anchors shows the greatest in the mud and gets smaller in order of m & s, sand. And, the holding power depending upon the length of anchor rope increase as the length does up to the 4 times of depth. 2. On the holding power per fluke area of the existing anchors in case of ration of length of anchor rope to depth is 2, 3 and 4, A-type anchor shows about 310-320 kg/m supper(2), 470-480 kg/m supper(2), 590-640 kg/m supper(2) respectively, B-type one 260-265 kg/m supper(2), 390-450 kg/m supper(2), 630-700 kg/m supper(2) respectively, and C-type one 70-100 kg/m supper(2), 150-180 kg/m supper(2), 210-270 kg/m supper(2) respectively. The holding power per fluke area of the anchors increase as the length of anchor rope does. 3. On the coefficient of holding power of the existing anchors, A-type anchor shows the greatest and gets smaller in the order of B-type one, C-type one.

• Applied Biological Chemistry
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• v.29 no.2
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• pp.182-189
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• 1986

Alachlor, 2-chloro-2',6'-diethyl-N-(methoxymethyl) acetanilide produced four major degradation products, when incubated under an upland soil condition for 80 days. They include 8-ethyl-2-hydroxy-N-(methoxymethyl)-1,2,3,4-tetrahydroquinoline (m/z 221), N-hydroxyacetyl-2,3-dihydro-7-ethylindole (m/z 205), 2-hydroxy-2',6'-diethyl-N-(methoxymethyl) acetanilide (m/z 251), and 9-ethyl-1,5-dihydrol-(methoxymethyl)-5-methyl-4,1-benzoxazepin-2 (3H)-one (m/z 249). The products turned out to be a little different from those obtained under the flooded paddy soil condition used in the previous paper. The plausible pathways for the degradation were proposed.

• Proceedings of the ESK Conference
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• 1997.04a
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• pp.256-262
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• 1997

The purpose of this study was to investigate the effects of clothing pressure of Bell-bottom slacks according to various movements of the legs In this study, movements of legs were classified by M1, M2, M3, M4, M5, M6. (M1: erecting Position, M2: Setting Position, M3: Stepping Pssition, M4: Leapfrogging Position, M5: Sit-on-one's Position, M6: Traditional noble-sitting) The results were as follows: clothing pressure was very different according to the movements of the legs and was in order M4>M5>M6>M2>M3>M1. Particually, clothing pressure in the knee point is the highest in the M4 movement $(550.81g/cm^{2})$.

• Journal of the Korea Institute of Information and Communication Engineering
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• v.10 no.7
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• pp.1202-1207
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• 2006

In this paper we analyze the performance improvement of the M-ary FSK systems for low power and low data rate applications. This contribution presents a unified analysis of its MRC diversity, uncoded and performance in A WGN, m=2, m=3, Rayleigh and one sided Gaussian fading channels using optimum noncoherent demodulation with Reed-Solomon(RS) codes. The results of this paper should be useful as benchmarks of obtainable performance and as a reference for validating the results of simulation studies when slow fading models are applicable.

• Kyungpook Mathematical Journal
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• v.62 no.2
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• pp.243-256
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• 2022

In 1914, Bohr proved that there is an r₀ ∈ (0, 1) such that if a power series ∑^∞_m=0 c_mz^m is convergent in the open unit disc and |∑^∞_m=0 c_mz^m| < 1 then, ∑^∞_m=0 |c_mz^m| < 1 for |z| < r₀. The largest value of such r₀ is called the Bohr radius. In this article, we find Bohr radius for some univalent harmonic mappings having different dilatations. We also compute the Bohr radius for functions that are convex in one direction.

• Journal of the Institute of Electronics Engineers of Korea TC
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• v.47 no.7
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• pp.93-101
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• 2010

In this paper we generate Gold-sequence by using M-sequence which is made by two primitive polynomial of GF(2). Generally M-sequence is generated by linear feedback shift register code generator. Here we show that this matrix of appropriate permutation has Hadamard matrix property. This matrix proves that Gold-sequence through two M-sequence and additive matrix of one column has one of major properties of Hadamard matrix, orthogonal. and this matrix show another property that multiplication with one matrix and transpose matrix of this matrix have the result of unit matrix. Also M-sequence which is made by linear feedback shift register gets Hadamard matrix property mentioned above by adding matrices of one column and one row. And high-speed conversion is possible through L-matrix and the S-matrix.

• Proceedings of the Korea Water Resources Association Conference
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• 2022.05a
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• pp.41-41
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• 2022

홍수는 단기간의 사상이다. 평상시 유량은 일단위로 연속유량이라 한다. 홍수해석은 사상 모형을 이용하고, 물 이용의 용수계획에서는 연속 모형에 의한다. 평상시 유량을 홍수처럼 10분, 30분, 60분 단위로 해석할 수 있으면 여러 가지로 편리하다. 홍수기에는 홍수와 이수를 동시에 분석할 수 있는 이점이 있다. 평상시에는 수문자료가 생성되는 기본단위가 10분, 60분이기 때문에 이와 일치하여 유량을 해석할 수 있는 이점이 있다. 특히 저수지에서는 운영자료가 저수율 자료만 관리되고 있는 현실을 감안하면, 연속 홍수모의의 필요성은 매우 높다. 다목적댐도 그 편의성은 말로 형용할 수 없는 수준이다. 홍수모의는 첨두유량도 중요하고, 전체 누적유량도 중요하다. 여기서는 당초 일 단위로 개발된 ONE 모형으로 연속 홍수모의의 가능성을 타진했다. 모형의 검증은 홍수사상 마다 훨씬 긴 장기간의 댐의 유입량, 저수량 오차로 실시했다. 유입량이 누적되면 저수량이 되기 때문에 저수량을 비교하면 확실한 검증 방법이 된다. 유역면적 930.0km², 총저수량 8억1,500만m³인 용담댐과 유역면적 218.80km², 유효저수량 3,498만m³인 탑정지를 대상으로 60단위의 장기간 연속 홍수모의 결과를 제시한다. 첫째, 용담댐에 대해 2020년 3월1일부터 6월30일까지 연속유입량을 모의한 결과(ONE모형 매개변수 α=3.18), 면적우량은 최대 12.5mm, 총 371.2mm(3억4,522만m³)였고, 유입량은 최대 1,363.0m³/s, 총 1억8,326만m³로 유출률 53.1%였다, 관측 유입량은 최대 766.1m³/s, 총 2억9,152만m³로 유출률 84.4%로 나타났다. 관측 유입량이 높은 것으로 평가했는데 그 이유는 산정된 유입량이 넓은 수면적에서 오는 음유입량이 발생하는데 이를 0으로 처리하고, 음의 누적 값이 전체유량에 더해지는 계산의 한계에서 비롯한다. 이는 현실적 제한이며, 개선이 필요하다. 댐 수위로 검증한 결과는 관측수위는 EL.257.97~262.92m, 평균 EL.260.40m, 모의수위는 EL.257.22~262.88m, 평균 EL.260.02m로 나타났고, RMSE는 0.174, NSE는 0.959, R²는 0.968로 만족한 결과를 얻었다. 둘째, 탑정지에 대해 2020년 3월1일부터 6월30일까지 연속유입량을 모의한 결과(ONE모형 매개변수 α=3.18), 면적우량은 최대 18.5mm, 총 311.4mm(6,813만m³)였고, 유입량은 최대 187.8m³/s, 총 3,691만m³로 유출률 54.2%였다. 저수지 수위로 검증한 결과 관측수위는 EL.26.55~29.79m, 평균 EL.29.01m, 모의수위는 EL.26.16~29.92m, 평균 EL.29.07m로 나타났고, RMSE는 0.563, NSE는 0.877, R²는 0.943로 만족한 결과를 얻었다. 정리하면 2020년 4개월의 장기간 용담댐과 탑정지에 대한 1시간 간격의 연속 홍수모의의 결과는 그 활용 가능성이 충분하다고 말하고 있다. 이 결과로부터 평상시 댐과 저수지의 실시간 운영자료 검증 및 생산체제의 수문관측업무에 활용 가능한 것으로 평가했다.

• The Journal of the Korea institute of electronic communication sciences
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• v.10 no.2
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• pp.203-210
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• 2015

The ecological environment monitoring system configured with Sensor Node, Gateway, Service Platform, and Web Browser. In this paper, we designed gateway resource tree and service function to do handling in the ecological environment monitoring service. Gateway Service Function based on oneM2M Common Service Function, Gateway Resource Tree configured with Application Part handling Sensor Data and Gateway link handling. lastly Device Registration, Sensing, Control, Profile Management.

• Journal of the Korean Chemical Society
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• v.30 no.5
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• pp.433-440
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• 1986

The direct current polarographic behavior of 4n-BAR in dimethylsulfoxide as an aprotic solvent have been investigated. The reduction of 4n-BAR in 0.05M sodium perchlorate solution proceeds along two one-electron steps to give the corresponding compound containing hydrazo groups, each reduction wave was considerably diffusion controlled and irreversible. By addition of acid HAc to 4n-BAR in DMSO solvent, the two reduction waves have coalesced into one in the condition M $\geq$ mole ratio, acid/reductant(M = 2), the slope of $log(i_d-i)(Mi_d/2-i)/i$/ vs. (-E) is irreversible along one-electron steps reduction waves.