• Title/Summary/Keyword: Time Passage

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Electrokinetic Remediation of Cobalt Contaminated Soil (코발트 오염토양 동전기적 제염)

  • 김계남;오원진
    • Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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    • 2000.11a
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    • pp.290-293
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    • 2000
  • After kaolin clay was compulsorily contaminated with Co$^{2+}$ion, the remediation characteristics by electrokinetic method were analyzed. Ethanoic buffer was injected in the soil column and $CH_3$COOH was continuously inputted in cathode reservoir to restrain the pH elevation. Since pH of the cathode side of the soil column was 4.0 at initial and was restrained by 6.5 at 43.6 hours, Precipitation, Co(OH)$_2$, was not formed in the column. Effluent rate increased with time passage and remediation in the column in initial time was mainly controlled by ion migration. 13.1% of total in the soil column was remediated in 10 hours, and the 6.8% of total in 20.8 hours, and the 71.7% of total in 43.6 hours, and the 94.6% of total in 43.6 hours. Meanwhile, the residual concentrations in the column calculated by the developed model were similar to those by experiment.t.

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A Study on the Functional Unit Trend of Carbon Dioxide Emission in the Construction Materials between 2000, 2003 and 2005 (건축재료의 이산화탄소 배출원단위 변화추이연구)

  • Lee, KangHee;Lee, HaShik;Yang, JaeHyuk
    • KIEAE Journal
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    • v.10 no.5
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    • pp.123-129
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    • 2010
  • This study aimed at analyzing the trend of carbon dioxide emission for direct and indirect areas by using inter industry relations table between 2000, 2003 and 2005 in the key building materials and components. Results of this study are as follows; First, the material and components for this study was selected in 20 industries of products such as sand, gravel, cement, concrete articles, rebar, and steel bar. Second, among the 20 selected key building materials, the group with the highest carbon-dioxide emission was shown in ready-mixed concrete, concrete articles, and primary aluminum goods. Third, as a result of analyzing the changes to the units of carbon dioxide emission according to passage of time, the number of items which is changed in such as sustained increase or decrease over time was insignificant in carbon-emission change trend.

A Study on the Active Acoustic Noise Reduction Method (능동적 소음 저감법에 관한 연구)

  • Hahm, Yeon-Chang;Mok, Hyong-Soo;Kang, Sung-Kon;Choe, Gyu-Ha;Kim, Han-Sung
    • Proceedings of the KIEE Conference
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    • 1993.07b
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    • pp.692-694
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    • 1993
  • Acoustic noise from the various facilities makes man unpleasant and let researchers find the way for reducing it on environmental point of view. Special way to reduce the acoustic noise had suggested by the concept of Active Silencer. But, it has propagation delay time accumulated during the signal passage and howling effect. This paper suggestes a way to anhilate howling effects, and reduces the total delay time drasticaly by attaching microphone to the speaker. This paper will show how it works by some materials.

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A time domain analysis of train induced vibrations

  • Romero, A.;Galvin, P.;Dominguez, J.
    • Earthquakes and Structures
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    • v.3 no.3_4
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    • pp.297-313
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    • 2012
  • This paper is intended to show the robustness and capabilities of a coupled boundary element-finite element technique for the analysis of vibrations generated by high-speed trains under different geometrical, mechanical and operation conditions. The approach has been developed by the authors and some results have already been presented. Nevertheless, a more comprehensive study is presented in this paper to show the relevance and robustness of the method which is able to predict vibrations due to train passage at the vehicle, the track, the free-field and any structure close to the track. Local soil discontinuities, underground constructions such as underpasses, and coupling with nearby structures that break the uniformity of the geometry along the track line can be represented by the model. Non-linear behaviour of the structures can be also considered. Results concerning the excitation mechanisms, track behaviour and sub-Rayleigh and super-Rayleigh train speed are summarized in this work.

Numerical Stability Improvement Technique for Indirect Feedback Kalman Filter in Delayed-Measurement Systems (시간지연을 고려한 간접 되먹임 구조 칼만필터의 수치안정성 향상 기법)

  • Nam, Seongho;Sung, Changky;Kim, Taewon
    • Journal of the Korea Institute of Military Science and Technology
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    • v.20 no.1
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    • pp.25-32
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    • 2017
  • Most of weapon systems use aided navigation system which integrates inertial navigation and aiding sensors to compensate the INS errors increasing with the passage of time. Various aid sensors can be applied such as Global Navigation Satellite System (GNSS), radar, barometer, etc., but there might exist time delay caused by signal processing or transferring aid information. This time delay leads out-of-sequence measurements (OOSM) systems. Previously, optimal and suboptimal measurment update method for OOSM systems, where the time delay length are known, are proposed. However, previous algorithm does not guarantee the positive definite property of covariance matrix. In order to improve numerical stability for aided navigation using delayed-measurement, this paper proposes a new measurement covariance update algorithm be similar to Joseph-form in Kalman filter. Futhermore, we propose how to implement it in indirect feedback Kalman filter structure, which is commonly used in aided navigation systems, for time-delayed measurement systems. Simulation and vehicle test results show effectiveness of a proposed algorithm.

The Study on the Frontal Thunderstorm during Winter Time in the Korean Peninsula (우리나라 동계 전선성 뇌우에 관한 연구)

  • Kim, Jong-Seok;Park, Sang Hwan;Ham, Sook Jung;Ban, Ki-Song;Choi, Young Jean;Chang, Dong-Eon;Chung, Hyo-Sang
    • Atmosphere
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    • v.16 no.4
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    • pp.351-358
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    • 2006
  • The structure of frontal thunderstorm in winter time is different from that of in summer time over the Korean peninsula, due to dry tongue and upward motion. The dry tongue, that is propagation of dry zone from upper level to lower level, was formed after front passage and the upward motion is intensified by the strengthened low level jet. Since this mechanism makes the structure more unstable, thunderstorm occurs at relatively low cloud top height. This study suggests a forecast guidance of winter time frontal thunderstorm that thunderstorms develop when one of the following conditions are satisfied: 1) total totals (TT) >40, 2) K index >-10, 3) mixing ratio ${\geq}$ 3.5 g/kg.

Analysis of Dynamic Pressure Characteristics for Startup of KSLV-II 75 tonf Class Liquid Rocket Engine (한국형발사체 75톤 엔진의 시동 시 동압 특성 분석)

  • Moon, Yoonwan;Jung, Eunhwan
    • Proceedings of the Korean Society of Propulsion Engineers Conference
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    • 2017.05a
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    • pp.1084-1087
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    • 2017
  • When a liquid rocket engine is started the oxidizer and fuel must be flowed into combustion chamber and gas generator with time differences. The wrong time difference between propellants or malfunction of ignition device can occur the explosion of combustion chamber due to detonation by energized premixed-propellants. Therefore it is important to observe the transient characteristic of propellants or to measure the inflow time of propellants into combustion chamber and gas generator. The measurement of static pressure is not enough to observe the propellants inflow time into combustion chamber and gas generator. By measuring dynamic pressure of main flow passage of propellants the accurate propellants inflow time could be investigated.

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Time-Dependent Analysis of Prestress Concrete Bridge Considering Creep and Shrinkage (크리프 및 건조수축을 고려한 PSC 교량의 시간의존해석)

  • Park, Moon-Ho;Park, Soon-Eung;Kim, Jin-Kyu;Park, Jung-Hwal;Kim, Bok-Nam;Lee, Seung-Yup
    • Journal of the Korean Society of Industry Convergence
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    • v.13 no.3
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    • pp.125-131
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    • 2010
  • This study is to give more accurate information by performing the time depend ent analysis to take into account the long-term losses of precast PSC concrete bridge and analyzing the second stress, final camber and cross section stress of precast PSC caused by creep and drying shrinkage. As time goes by, the stress and deformation in the cross section vary continuously by the influence of creep and drying shrinkage. Due to this, the stress redistribution occurs and the internal force variation also happens along the point on the same cross section and with the passage of time.

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An Operation Scheduling of Transporters Considering Turns and Passing Delay at the Intersection Roads on the Shipyard (교차로 구간 회전 및 감속을 고려한 트랜스포터 최소 공주행 운영계획)

  • Moon, Jong-Heon;Ruy, Won-Sun;Cho, Doo-Yeoun
    • Journal of the Society of Naval Architects of Korea
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    • v.54 no.3
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    • pp.187-195
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    • 2017
  • The operation planning of transports used to move blocks is the one of key factors. Furthermore, reducing the running time through the effective plan contributes to pulling forward the whole logistic process of the shipyard and substantially saving the fuel consumption of itself as well. The past researches of the transporter focused on finding only the shortest distances, so called, Manhattan distance. However, these searching approaches cannot help having the significant difference in the real operational time and distance with the minimum cost approach which considers the speed retardation for turns or safety at the intersection. This study suggests the noble transporter's operational model which could take account of the consuming operational time around the crossroads on the shipyard. Concretely, the proposed method guarantees the minimization of transporters' turns and passage number which are huge burdensome to the operation time and the whole planning of transports with the given period. Resultantly, this paper is willing to explain the appropriateness of our approach, compared with the previous ones.

Skid Resistance Characteristics of Pavement Surface (포장노면 미끄럼 저항특성)

  • Kim, Yong-Seok;Hong, Jae-Cheong;You, Hyeong-Mok
    • International Journal of Highway Engineering
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    • v.14 no.4
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    • pp.1-8
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    • 2012
  • PURPOSES : Skid resistance on pavements plays an important role in reducing the risk of vehicle skidding on wet surface particularly. Almost 9.3 percent of traffic accidents were occurred under rainy condition and these are over-represented in terms of the severity of the crashes. Recently, unusual weather conditions referred widely as the intensified rainfalls justify the need of a systematic management of skid resistance. In this context, the study carried out the observational study on the skid resistance characteristics of different types of pavement with the time passage. METHODS : This study measured the skid resistance with Pavement Friction Tester at three times within five years. The skid resistance measurement has followed the method suggested by ASTM. RESULTS : As the main results under the scope of this study, skid resistance of asphalt concrete has not nearly reduced with time. On the contrary, skid resistance of cement concrete has been rapidly reduced with time though the highest resistance was gained at the early observation. Porous asphalt concrete shows a steady decrease of skid resistance with time, anyway, the reduction rate according to the increase of measurement speeds is relatively lower than the others. CONCLUSIONS : Based on our study, skid resistance of the pavement should be regarded as one of the pavement management system, so periodic measurement should be made to assure road safety as a whole.