Attitudes Towards English Language Learning Apps from Korean and Chinese EFL Students

Jing Cheng,김현주 한국영어교육학회 2019 ENGLISH TEACHING(영어교육) Vol.74 No.4

The purpose of study was to investigate university students’ attitudes towards English language learning apps and examine whether there is any significant difference in their attitudes depending on their personal variables such as their gender, major, grade, nationality, and so on. This study also explored students’ perceptions of English language learning apps that they have used. Participants were college students living in Korea and China. Data were collected by means of a questionnaire and an interview. Results showed that both Korean and Chinese students generally held positive attitudes towards English language learning apps, although Chinese students showed more positive attitudes than Koreans. The main reasons that they liked to use English language learning apps were their convenience, ubiquity, and rich resources. On the other hands, it was revealed that the lack of communication and feedback was the main problem of using such apps. Both Korean and Chinese students stated that it was an effective way to use English language learning apps to practice pronunciation, vocabulary, listening, and reading skills. Findings of this research suggest that English language learning apps should be developed to inspire users/students’ learning interest and foster learner autonomy.

Performance of woodchip biofilters to treat piggery stormwater

Cheng, Jing,Park, Kisoo,Yuan, Qingke,Kim, Youngchul 한국방재학회 2015 한국방재학회 학술발표대회논문집 Vol.14 No.-

Biofilters are widely used for treating various types of wastewater and also recently in controlling non-point source (NPS) pollution including piggery stormwater. Gravels are common substrates employed in this type of biofilters. In this study, three parallel woodchip based biofilters with different thickness of woodchip layer were constructed and operated for about 300 days in 2013. Sampling was conducted every 2 days. The water temperature, pH, electric conductivity (EC), turbidity and DO were measured in situ. Other water quality parameters were analyzed in accordance with the Standard Methods for the Examination of Water and Wastewater (APHA et al. 1995). On one hand, with less woodchip media packed in the biofilter, better removal of TN, TP, NH4-N, TCOD was achieved. On the other hand, almost all NO3-N were removed regardless of the thickness of woodchip. In addition, with deeper thickness of woodchip media in the biofilter, more increased alkalinity and released organic matters were observed at the effluent. Alkalinity is important in biological nitrogen processes, especially in the reactions of ammonia transformation into nitrate (nitrification). Organic matters released from woodchip served as the carbon source to derive denitrification. It seems that only small amount of the woodchip were sufficient to achieve nice removal of nitrogen and phosphorus. Therefore, the amount of the woodchip could be a key in designing a woodchip biofilter.

Nitrogen Removal in Column Wetlands Packed with Synthetic Fiber Treating Piggery Stormwater

Jing Cheng,Youngchul Kim 한국습지학회 2016 한국습지학회지 Vol.18 No.1

본 연구에서는 습지에 널리 적용되는 혼합토양이나 자갈여재 대신 공극율이 90% 이상으로 매우 커서 공극폐색의 염려가 적은 합성섬유를 대체여재로 적용한 수직 흐름형 컬럼습지를 제작하여 서로 다른 수리학적 체류시간, 내부순환빈도 및 오염 부하량 조건에서 축산지역 인공 강우유출수 처리시험을 수행하였다. 모든 습지에서 TSS 제거효율은94~96%, COD 68~73%, TN 35~58% 이었다. 체류시간 등의 운전인자가 TSS와 COD 제거에 미치는 영향은 미미하였다. 그러나 질소의 경우 부하량과 체류시간, 내부순환빈도가 증가할수록 효율이 증가하였다. 특히 운전기간 동안 합성섬유의 생물학적 분해작용으로 인하여 유기물질이 다량 용출되었으며 탈질을 위한 내부공급 탄소원으로 기여하는것으로 밝혀졌다. 그러나 용출기간은 40일 정도 지속되었으므로 그 효과는 매우 제한적이었다. 습지 내부충진 여재로서 합성섬유가 갖는 장점은 가벼우므로 구조체의 시공에 소요되는 비용을 저감할 수 있고, 비표면적이 크고 습지수명을 연장할 수 있다는 점이다. A set of lab-scale polymer synthetic fiber packed column wetlands composing three columns (CW1, CW2 and CW3) with different hydraulic regimes, recirculation frequencies and pollutant loading rates, were operated in 2012. Synthetic fiber tested as an alternative wetland medium for soil mixture or gravel which has been widely used, has very high pore size and volume, so that clogging opportunity can be greatly avoided. The inflow to the wetland was artificial stormwater. All the wetlands achieved effective removal of TSS (94%~96%), TCOD (68%~73%), TN (35%~58%), TKN (62%~73%) and NH4-N (85%~ 99%). Particularly, it was observed that COD was released from the fiber during one distinct period in all wetlands. This was probably due to the degradation of polymer fiber, and the released organic matters were found to serve as carbon source for denitrification. In addition, with longer retention time and frequent recirculation, lower effluent concentration was observed. With higher pollutant loading rate, higher nitrification and denitrification rates were achieved. However, although organic matters were released from the fiber, the lack of carbon source was still the limiting factor for the system since the release persisted only for 40 days.

Coherent Coupling Between a Three-Level Atom and a Structured Reservoir

Jing-Nuo Wu,Tzong-Jer Yang,Szu-Cheng Cheng 한국물리학회 2008 THE JOURNAL OF THE KOREAN PHYSICAL SOCIETY Vol.53 No.6

We study the spontaneous emission (SE) spectra of a three-level -type atom in photonic crystals. The air-band, the dielectric-band and the free-space vacuum reservoirs coupled with the atom are considered. With the consideration of the phase difference between the air-band and the dielectricband fields, two band reservoirs become coherent and can interfere with each other. This interference effect depends on the embedded position of the atom and the band-gap width and can affect the SE spectrum. The effect of this interference on the SE spectrum is shown.

Optimal Design and Dynamic Control of Construction Dewatering with the Consideration of Dewatering Process

Cheng-hua Shi,Cheng-yong Cao,Ming-feng Lei,Li-min Peng,Jing Jiang 대한토목학회 2017 KSCE Journal of Civil Engineering Vol.21 No.4

Design optimization of construction dewatering has important values in protecting the surrounding environment and reducing the engineering cost. The existing dewatering design methods are mostly based on the optimization of pumping rate needed to maintain a stable water level, while the drop and rise of water level are not considered in the estimation of pumping rate and dewatering time. The dynamics process of construction dewatering is taken into account in this article. The method for calculating the total water yield and dewatering time from the initial groundwater level to the target water level is established. Then, the design optimization of well group dewatering is provided with the consideration of total water yield and dewatering time in dynamic dewatering process. Finally, the method for the calculation of total water yield and dewatering time when dewatering regions change is derived. The proposed method can realize design optimization and dynamic control of dewatering as the dewatering regions and water level changes in construction. The reliability of this method is verified in on-site engineering applications.

Probabilistic determination of initial cable forces of cable-stayed bridges under dead loads

Cheng, Jin,Xiao, Ru-Cheng,Jiang, Jian-Jing Techno-Press 2004 Structural Engineering and Mechanics, An Int'l Jou Vol.17 No.2

This paper presents an improved Monte Carlo simulation for the probabilistic determination of initial cable forces of cable-stayed bridges under dead loads using the response surfaces method. A response surface (i.e. a quadratic response surface without cross-terms) is used to approximate structural response. The use of the response surface eliminates the need to perform a deterministic analysis in each simulation loop. In addition, use of the response surface requires fewer simulation loops than conventional Monte Carlo simulation. Thereby, the computation time is saved significantly. The statistics (e.g. mean value, standard deviation) of the structural response are calculated through conventional Monte Carlo simulation method. By using Monte Carlo simulation, it is possible to use the existing deterministic finite element code without modifying it. Probabilistic analysis of a truss demonstrates the proposed method' efficiency and accuracy; probabilistic determination of initial cable forces of a cable-stayed bridge under dead loads verifies the method's applicability.

Evaluation of a first‐flush capture and detention tank receiving runoff from an asphalt‐paved road

Cheng, Jing,Yuan, Qingke,Youngchul, Kim Wiley-Blackwell Publishing Ltd. 2017 Water and Environment Journal Vol. No.

Ultimate behavior of long-span steel arch bridges

Cheng, Jin,Jiang, Jian-Jing,Xiao, Ru-Cheng,Xiang, Hai-Fan Techno-Press 2002 Structural Engineering and Mechanics, An Int'l Jou Vol.14 No.3

Because of the increasing span of arch bridges, ultimate capacity analysis recently becomes more focused both on design and construction. This paper investigates the static and ultimate behavior of a long-span steel arch bridge up to failure and evaluates the overall safety of the bridge. The example bridge is a long-span steel arch bridge with a 550 m-long central span under construction in Shanghai, China. This will be the longest central span of any arch bridge in the world. Ultimate behavior of the example bridge is investigated using three methods. Comparisons of the accuracy and reliability of the three methods are given. The effects of material nonlinearity of individual bridge element and distribution pattern of live load and initial lateral deflection of main arch ribs as well as yield stresses of material and changes of temperature on the ultimate load-carrying capacity of the bridge have been studied. The results show that the distribution pattern of live load and yield stresses of material have important effects on bridge behavior. The critical load analyses based on the linear buckling method and geometrically nonlinear buckling method considerably overestimate the load-carrying capacity of the bridge. The ultimate load-carrying capacity analysis and overall safety evaluation of a long-span steel arch bridge should be based on the geometrically and materially nonlinear buckling method. Finally, the in-plane failure mechanism of long-span steel arch bridges is explained by tracing the spread of plastic zones.

Characteristics of Reactively Sputtered Niobium Nitride Thin Films as Diffusion Barriers for Cu Metallization

Cheng-Lin Huang,Chih-Huang Lai,Po-Hao Tsai,Hsing-An Huang,Jing-Cheng Lin,Chiapyng Lee 대한금속·재료학회 2013 ELECTRONIC MATERIALS LETTERS Vol.9 No.5

NbN films were prepared by radio frequency reactive magnetron sputtering and then employed as diffusion barriers between Cu and Si. The microstructure of the NbN films was an assembly of very small columnar crystallites with a cubic structure. To investigate the properties as diffusion barriers, we performed metallurgical reactions of Cu/NbN0.8/Si, Cu/Nb/Si and Cu/TaN0.7/Si for comparisons. The sheet resistance increased dramatically after annealing above 750°C for Cu/NbN0.80/Si, and above 500°C for both Cu/Nb/Si and Cu/TaN0.7/Si. The interfaces were deteriorated seriously and formation of Cu3Si was observed when the sheet resistance was significantly increased. The diffusion coefficient of Cu in NbN barrier films was estimated by using the change of resistance (ΔRs/Rs %). Compared with TaN0.7, NbN0.8 films possess larger grain size and lower Cu diffusion coefficient. Our results suggest that the NbN film can be used as a diffusion barrier for Cu metallization as compared to the well-known TaN film.

Effect of Water Quality Parameters on the Survival of Indicator Microorganisms in Stormwater Wetland

( Jing Cheng Si ),( Ping Niu Yao ),( Ping Chen ),( Ki Soo Park ),( Heidi B. Guerra ),( Young Chul Kim ) 한국물환경학회 ( 구 한국수질보전학회 ) 2012 한국물환경학회·대한상하수도학회 공동 춘계학술발표회 Vol.2012 No.-