• Title/Summary/Keyword: Length of runs

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A Study on Intersection Computation in Interval Arithmetic (인터벌 연산 기반의 곡면간 교차선 계산에 관한 연구)

  • Ko, Kwang-Hee
    • Korean Journal of Computational Design and Engineering
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    • v.15 no.3
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    • pp.178-188
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    • 2010
  • This paper addresses the problem of determining if two surfaces intersect tangentially or transversally in a mathematically consistent manner and approximating an intersection curve. When floating point arithmetic is used in the computation, due to the limited precision, it often happens that the decision for tangential and transversal intersection is not clear cut. To handle this problem, in this paper, interval arithmetic is proposed to use, which provides a mathematically consistent way for such decision. After the decision, the intersection is traced using the validated ODE solver, which runs in interval arithmetic. Then an iterative method is used for computing the accurate intersection point at a given arc-length of the intersection curve. The computed intersection points are then approximated by using a B-spline curve, which is provided as one instance of intersection curve for further geometric processing. Examples are provided to demonstrate the proposed method.

A Study of Straight Pipe Length and Straightener in Orifice Meter Turbine Meter (오리피스 유량계와 터빈 유량계의 직관부길이와 유동안정기에 관한 연구)

  • Her, Jae-Young;An, Seung-Hee;Lee, Kang-Jin;Lee, Seung-Jun
    • 유체기계공업학회:학술대회논문집
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    • 2000.12a
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    • pp.265-271
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    • 2000
  • Orifice meters and turbine meters are frequently used for measuring gas flow in gas industry. However, to insure the accuracy of the measurement, a certain length of the meter run at the upstream of the flow meter is required. The objective of this study is to analyze flow measurement errors of the orifice meter quantitatively for shorter lengths of the meter runs than those suggested in the standard manuals with variation of diameter ratio( $\beta$ ratio) and flow rate and also to analyze flow measurement errors of the turbine meter with and without straightener. The test results showed that the flow measurement errors of the orifice meter were inversely proportional to the diameter ratio. In other words, when the diameter ratio is 0.3 and 0.7, the measurement error is $-7.3\%$ and $-3.5\%$, respectively. the main reason of the measurement error is due to the swirl effect from the configuration of the meter run at the upstream of the flow meter. In case the length of the meter run is shorter than that suggested In the standard, the swirl effect is not removed completely and it affects the flow meter's performance. As mentioned above, the less the pipe diameter ratio, the mon the flow measurement error. It means that the swirl effect on the orifice meter increases as the $\beta$ ratio decreases.

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Microhabitat Assessment of Three Fish Species to Stream Order in Geumgang River Basin

  • Kang, Kyoung Ho;Hur, Jun Wook
    • Ecology and Resilient Infrastructure
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    • v.4 no.4
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    • pp.216-225
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    • 2017
  • We assessed the microhabitat conditions of three fish species (black shinner Pseudopungtungia nigra, striped shinner Pungtungia herzi, Korean shinner Coreoleuciscus splendidus) considering various stream order in the Geumgang River Basin. A total of 1,275 individuals were collected from 19 sites. And the microhabitat condition was assessed measuring flow velocity, water depth and substrate size at each site. The highest relative frequencies for P. herzi, C. splendidus and P. nigra were calculated 100% (n = 310), 78.9% (n = 784) and 47.3% (n = 181) respectively. P. herzi appeared in all streams, irrespective of their stream order; however, appearance in streams with the $2^{nd}$ order or lower was found to be scarcer than in the ones with the $3^{rd}$ order or higher. On the other hand, P. nigra and C. splendidus didn't appear in streams with the $2^{nd}$ order or lower. When it comes to P. nigra, the ones with 7 to 8 cm in length most frequently appeared. They inhabited streams, mainly, with 0.2 to $0.4m\;s^{-1}$ and 0.5 m in velocity and water depth, respectively. The three species all preferred runs as types of habitats with lots of coarse gravels-cobbles. P. herzi, the ones with 5 cm or shorter in length most frequently appeared. They inhabited streams, mainly, with 0 to $0.3m\;s^{-1}$ and 0.4 m in velocity and water depth, respectively. C. splendidus with 7 to 8 cm in length occupied the majority of them. They appeared in streams, mainly, with $0.9m\;s^{-1}$or higher and 0.3 m in velocity and water depth.

Low Power Scan Test Methodology Using Hybrid Adaptive Compression Algorithm (하이브리드 적응적 부호화 알고리즘을 이용한 저전력 스캔 테스트 방식)

  • Kim Yun-Hong;Jung Jun-Mo
    • The Journal of the Korea Contents Association
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    • v.5 no.4
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    • pp.188-196
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    • 2005
  • This paper presents a new test data compression and low power scan test method that can reduce test time and power consumption. A proposed method can reduce the scan-in power and test data volume using a modified scan cell reordering algorithm and hybrid adaptive encoding method. Hybrid test data compression method uses adaptively the Golomb codes and run-length codes according to length of runs in test data, which can reduce efficiently the test data volume compare to previous method. We apply a scan cell reordering technique to minimize the column hamming distance in scan vectors, which can reduce the scan-in power consumption and test data. Experimental results for ISCAS 89 benchmark circuits show that reduced test data and low power scan testing can be achieved in all cases. The proposed method showed an about a 17%-26% better compression ratio, 8%-22% better average power consumption and 13%-60% better peak power consumption than that of previous method.

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Thin Capitalization - The Arm's Length Approach through Blockchain

  • Lee, Jeong-Mi
    • Journal of the Korea Society of Computer and Information
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    • v.25 no.10
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    • pp.185-191
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    • 2020
  • This article proposes the unified an arm's length price of transfer pricing for thin capitalization since the scope of permanent establishment has been enlarged under Digital Economy and the implementation of Blackchain system to resolve the drawback of finding an arm's length price. The rule of current thin capitalization runs against the non-discrimination of taxation of the tax treaties and the national treatment which deals fairly with goods, sercice and capital money within the country under the treaty of commerce and navigator. In addition, the information of comparable uncontrolled debt are not available of current system to prove the debt which is not subject to the rule of thin capitalization. The united an arm's length price of transfer pricing for thin capitalization can apply to foreign investment as well as domestic corporations, thereby resolving the problem of the non-discrimination of taxation of the tax treaties and the treaty of commerce and navigation. The availability of transaction level data through Blockchain platform to decide whether the debt can be subject to thin capitalization can resolve the issue of comparable uncontrolled debt transaction which can't be found in current business transactions. This article should shed light on the proposing of the unified an arm's length price of transfer pricing for thin capitalization and Blockchain system to prevent the income shifting. This propose provide implication for policymakers on current system of thin capitalization and arm's length principles.

Analysis of Liquefied Layer Activities Considering Erosion and Sedimentation of Debris Flow (토석류의 침식 및 퇴적을 고려한 유동층의 거동 분석)

  • Kim, Sungduk;Lee, Hojin
    • Journal of the Korean GEO-environmental Society
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    • v.20 no.4
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    • pp.23-29
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    • 2019
  • Heavy rainfall is in causing debris flow by recent climate change and causes much damage in the downstream. The debris flow from the mountainous area runs to the downstream, repeating sedimentation and erosion, and appears as a fluidized soil-water mixture. Continuity equation and momentum equation were applied to analyze the debris flow with strong mobility, and the sedimentation and erosion velocity with fine particle fractions were also applied. This study is to analyze the behavior of debris flow at the downstream end for the variation of the amount of sediments can occur in the upstream of the mountain. Analysis of sediment volume concentration at the downstream end of the channel due to the variance of the length of pavement of the granulated soils resulted in the higher the supply flow discharge and the longer the length of pavement, the greater the difference in the level of sediment concentration and the earlier the point of occurrence of the inflection point. The results of this study will provide good information for determining the erosion-sedimentation velocity rate which can detect erosion and sedimentation on steep slopes.

Development of SWAT SD-HRU Pre-processor Module for Accurate Estimation of Slope and Slope Length of Each HRU Considering Spatial Topographic Characteristics in SWAT (SWAT HRU 단위의 경사도/경사장 산정을 위한 SWAT SD-HRU 전처리 프로세서 모듈 개발)

  • Jang, Wonseok;Yoo, Dongsun;Chung, Il-moon;Kim, Namwon;Jun, Mansig;Park, Younshik;Kim, Jonggun;Lim, Kyoung-Jae
    • Journal of Korean Society on Water Environment
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    • v.25 no.3
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    • pp.351-362
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    • 2009
  • The Soil and Water Assessment Tool (SWAT) model, semi-distributed model, first divides the watershed into multiple subwatersheds, and then extracts the basic computation element, called the Hydrologic Response Unit (HRU). In the process of HRU generation, the spatial information of land use and soil maps within each subwatershed is lost. The SWAT model estimates the HRU topographic data based on the average slope of each subwatershed, and then use this topographic datum for all HRUs within the subwatershed. To improve the SWAT capabilities for various watershed scenarios, the Spatially Distributed-HRU (SD-HRU) pre-processor module was developed in this study to simulate site-specific topographic data. The SD-HRU was applied to the Hae-an watershed, where field slope lengths and slopes are measured for all agricultural fields. The analysis revealed that the SD-HRU pre-processor module needs to be applied in SWAT sediment simulation for accurate analysis of soil erosion and sediment behaviors. If the SD-HRU pre-processor module is not applied in SWAT runs, the other SWAT factors may be over or under estimated, resulting in errors in physical and empirical computation modules although the SWAT estimated flow and sediment values match the measured data reasonably well.

A marginal branch of the left hepatic artery running along the umbilical vein and supplying the anterior surface of the liver left lobe: a report of 5 cases in 12 Japanese human fetuses

  • Ji Hyun Kim;Shogo Hayashi;Gen Murakami;Jose Francisco Rodriguez-Vazquez;Hiroshi Abe
    • Anatomy and Cell Biology
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    • v.56 no.4
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    • pp.579-583
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    • 2023
  • In human fetuses, the left hepatic artery (LHA) issues the marginal artery that runs along the umbilical vein and, sometimes, reaches the umbilicus. The further observation demonstrated that, in 5 of 12 Japanese midterm fetuses (crown-rump length mm: 46, 50, 54, 59, 102), the marginal artery issued not only a thin umbilical branch but also a liver parenchymal branch that took a posterosuperior recurrent course in a peritoneal fold and supplied the anterior surface of the liver left lobe (segment III). However, in 22 Spanish fetuses of which gestational ages corresponded to the Japanese ones, we did not find the parenchymal branch. Therefore, between human populations, there seemed to be a considerable difference in the incidence as to whether or not the marginal artery issues the liver parenchymal branch. The parenchymal branch might be degenerated at the later stages due to friction between the liver free surface and growing diaphragm.

Design of Tag in-Tag out for ATP/ATO in the Light Rail and Monorail (경전철/모노레일의 ATP/ATO를 위한 Tag in-Tag out 설계)

  • Ryu, Deung-Ryeol;Lee, Key-Seo;Oh, Sang-Min
    • Proceedings of the KSR Conference
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    • 2008.11b
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    • pp.1264-1269
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    • 2008
  • We designed a track circuit of Tag in-tag out type that can be used for light rails and monorails. This method is called RFID-Tag and it literally uses RFID-Tag and replaces a fixed track circuit and implements a moving block. The distance between RFID-Tags is set to the length of a train and thus a train is always in contact with one of the tags. A train runs in RFID-Tag in -RFID-Tag out type at all times and the distance between trains can be precisely controlled through the application of a moving block combined with the basic principle of a fixed block, which enables the continuous speed control and enhances the satisfaction of passengers. When constructing a track circuit using RFID-Tag the Tag in-tag out brings us the cost reduction and is more economical than the existing fixed track circuit in that sense and easy for installation and maintenance. The wireless communication between onboard and wayside makes the continuous control possible and can improve the control capacity of ATP/ATO by the implementation of a moving block on top of a fixed one.

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Effects of Subwatershed Delineation on SWAT Estimation (소유역구분이 SWAT 예측치에 미치는 영향 평가)

  • Heo, Seong-Gu;Kim, Gi-Seong;An, Jae-Hun;Im, Gyeong-Jae;Choe, Jung-Dae
    • KCID journal
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    • v.13 no.2
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    • pp.262-273
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    • 2006
  • The Soil and Water Assessment Tool (SWAT) model has been widely used in hydrology and sediment simulation worldwide. In most cases, the SWAT model is first calibrated with adjustments in model parameters, and then the validation is performed. However, very little study regarding the effects on SWAT estimation of subwatershed delineation was performed. Thus, the SWAT model was applied to the Doam-dam watershed with various threshold values in subwatershed delineation in this study to examine the effects on the number of subwatershed delineated on SWAT estimation. It was found the flow effect of subwatershed delineation is negligible. However there were huge variations in SWAT estimated sediment, T-N, and T-P values with the use of various threshold value in watershed delineation. Sometimes these variations due to watershed delineation are beyond the effects of parameter adjustment in model calibration and validation. The SWAT is a semi-distributed modeling system, thus, the subwatershed characteristics are assumed to be the same for all Hydrologic Response Unit (HRU) within that subwatershed. This assumption leads to variations in the SWAT estimated sediment and nutrient output values. Therefore, it is strongly recommended the SWAT users need to use the HUR specific slope length and slope value in model runs, instead of using the slope and the corresponding slope length of the subawatershed to exclude the effects of the number of subwatershed delineated on the SWAT estimation.

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