• 제목/요약/키워드: DO model

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DO 미터를 이용한 탐구중심 물 환경교육 프로그램 개발 - 용존산소 측정 활동 - (Development of Inquiry-based Water Environmental Education Program using DO Meter - Measuring Activity of Dissolved Oxygen -)

  • 류재홍;이두곤
    • 한국환경교육학회지:환경교육
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    • 제19권2호
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    • pp.96-107
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    • 2006
  • Inquiry has great value in environmental education(EE). Being able to see the world environmentally through 'inquiry-based environmental education' can be an important value and goal of EE. In this study, we intended to develop an EE program of measuring activity of dissolved oxygen(DO), based on the theory of 'inquiry-based EE'. Especially, we recognized the potential that DO meter can be used in 'inquiry-based EE', and we tried to develop a model of inquiry-based EE using DO meter. As a result of this research, we present specific models of inquiry-based EE about how to perform measuring activity of DO and how to use the DO meter in laboratories and streams from the perspective of inquiry of water environment. In the process of program development, we considered organization of the inquiry process, use of concept and knowledge, scientific inquiry and insightful inquiry, integration, sustain-ability, content components of 'Environmental Studies for EE', developmental level and in-forest of students. The developed EE model is a scientific inquiry model, pursuing 'explanation' based on data collection. Through this model, we tried to make students see water environment more deeply. The developed program can be applied to various water environments, like laboratories, streams, ponds, etc. It can be more effective inquiry activity if we perform measuring activities simultaneously with PH, electrical conductivity, and turbidity meters.

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Numerical simulation by the finite element method of the constructive steps of a precast prestressed segmental bridge

  • Gabriela G., Machado;Americo Campos, Filho;Paula M., Lazzari;Bruna M., Lazzari;Alexandre R., Pacheco
    • Structural Engineering and Mechanics
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    • 제85권2호
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    • pp.163-177
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    • 2023
  • The design of segmental bridges, a structure that typically employs precast prestressed concrete elements and the balanced cantilever construction method for the deck, may demand a highly complex structural analysis for increased precision of the results. This work presents a comprehensive numerical analysis of a 3D finite element model using the software ANSYS, version 21.2, to simulate the constructive deck stages of the New Guaiba Bridge, a structure located in Porto Alegre city, southern Brazil. The materials concrete and steel were considered viscoelastic. The concrete used a Generalized Kelvin model, with subroutines written in FORTRAN and added to the main model through the customization tool UPF (User Programmable Features). The steel prestressing tendons used a Generalized Maxwell model available in ANSYS. The balanced cantilever constructive steps of a span of the New Guaiba Bridge were then numerically simulated to follow the actual constructive sequence of the bridge. A comparison between the results obtained with the numerical model and the actual vertical displacement data monitored during the bridge's construction was carried out, showing a good correlation.

Using element-embedded rebar model in ANSYS for the study of reinforced and prestressed concrete structures

  • Lazzari, Bruna M.;Filho, Americo Campos;Lazzari, Paula M.;Pacheco, Alexandre R.
    • Computers and Concrete
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    • 제19권4호
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    • pp.347-356
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    • 2017
  • ANSYS is a software well accepted by professionals and academics, since it provides a variety of finite elements, material constitutive models, and linear and nonlinear analysis of structures in general. For the concrete material, for instance, the software uses an elastoplastic model with the Willam-Warnke surface of rupture (1975). However, this model is only available for finite elements that do not offer the possibility of use of the element-embedded model for rebars, demanding a much larger amount of elements to discretize structures, making numerical solutions less efficient. This study is, therefore, about the development of a computational model using the Finite Element Method via ANSYS platform for nonlinear analysis of reinforced and prestressed concrete beams under plane stress states. The most significant advantage of this implementation is the possibility of using the element-embedded rebar model in ANSYS with its 2D eight-node quadratic element PLANE183 for discretization of the concrete together with element REINF263 for discretization of rebars, stirrups, and cables, making the solutions faster and more efficient. For representation of the constitutive equations of the steel and the concrete, a proposed model was implemented with the help of the UPF customization tool (User Programmable Features) of ANSYS, where new subroutines written in FORTRAN were attached to the main program. The numerical results are compared with experimental values available in the technical literature to validate the proposed model, with satisfactory results being found.

Prediction of Dissolved Oxygen at Anyang-stream using XG-Boost and Artificial Neural Networks

  • Keun Young Lee;Bomchul Kim;Gwanghyun Jo
    • Journal of information and communication convergence engineering
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    • 제22권2호
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    • pp.133-138
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    • 2024
  • Dissolved oxygen (DO) is an important factor in ecosystems. However, the analysis of DO is frequently rather complicated because of the nonlinear phenomenon of the river system. Therefore, a convenient model-free algorithm for DO variable is required. In this study, a data-driven algorithm for predicting DO was developed by combining XGBoost and an artificial neural network (ANN), called ANN-XGB. To train the model, two years of ecosystem data were collected in Anyang, Seoul using the Troll 9500 model. One advantage of the proposed algorithm is its ability to capture abrupt changes in climate-related features that arise from sudden events. Moreover, our algorithm can provide a feature importance analysis owing to the use of XGBoost. The results obtained using the ANN-XGB algorithm were compared with those obtained using the ANN algorithm in the Results Section. The predictions made by ANN-XGB were mostly in closer agreement with the measured DO values in the river than those made by the ANN.

용존산소 농도모의시 상태공간모형과 승법 ARIMA모형의 시계열 분석 (Time series Analysis of State-space Model and Multiplication ARIMA Model in Dissolved Oxygen Simulation)

  • 이원호;서인석;한양수
    • 환경위생공학
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    • 제15권2호
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    • pp.65-74
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    • 2000
  • The purpose of this study is to develop the stochastic stream water quality model for the intake station of Chung-Ju city waterworks in the Han river system. This model was based on the theory of Box-Jenkins Multiplicative ARIMA(SARIMA) and the state space model to simulate changes of water qualities. Variable of water qualities included in the model are temperature and dissolved oxygen(DO). The models development were based on the data obtained from Jan. 1990 to Dec. 1997 and followed the typical procedures of the Box-Jenkins method including identification and estimation. The seasonality of DO and temperature data to formulate for the SARIMA model are conspicuous and the period of revolution was twelve months. Both models had seasonality of twelve months and were formulates as SARIMA {TEX}$(2,1,1)(1,1,1)_{12}${/TEX} for DO and temperature. The models were validated by testing normality and independency of the residuals. The prediction ability of SARIMA model and state space model were tested using the data collected from Jan. 1998 to Oct. 1999. There were good agreements between the model predictions and the field measurements. The performance of the SARIMA model and state space model were examined through comparisons between the historical and generated monthly dissolved oxygen series. The result reveal that the state space model lead to the improved accuracy.

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Boussinesq 모델을 이용한 제주 차귀도 해역의 다방향 불규칙파 시뮬레이션 (A Simulation of Directional Irregular Waves at Chagui-Do Sea Area in Jeju Using the Boussinesq Wave Model)

  • 류황진;신승호;홍기용;홍석원;김도영
    • 한국해양공학회지
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    • 제21권1호
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    • pp.7-17
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    • 2007
  • Based on the Boussinesq wave model, the wave distribution in the Chagui-Do sea area in Jeju was simulated by applying the directional irregular waves at an incident boundary. The time and spatial variations of monthly mean wave height and period were investigated, which aims to provide basic information on optimal sites for wave power generation. The grid size and time interval of the Boussinesq wave model were validated by examining wave distributions around a surface piercing wall, fixed at sea bottom with a constant slope. Except for the summer season, the significant wave height is dominated by wind waves and appears to be relatively high at the north sea of Chagui-Do, which is open to the ocean, while it is remarkably reduced at the rear sea of Chagui-Do because of its blocking effect on incident waves. In the summer, the significant wave height is higher at the south sea, and it is dominated by the swell waves, which is contributed by the strong south-west wind. The magnitude of significant wave height is the largest in the winter and the lowest in the spring. Annual average of the significant wave height is distinctively high at the west sea close to the Chagui-Do coast, due to a steep variation of water depth and corresponding wave focusing effect. The seasonal and spatial distribution of the wave period around Chagui-Do sea reveals very similar characteristics to the significant wave height. It is suggested that the west sea close to the Chagui-Do coast is the mast promising site for wave power generation.

머신러닝 기반 클라우드 웹 애플리케이션 HTTP DoS 공격 탐지 (Machine Learning-based Detection of HTTP DoS Attacks for Cloud Web Applications)

  • 조재한;박재민;김태협;이승욱;김지연
    • 스마트미디어저널
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    • 제12권2호
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    • pp.66-75
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    • 2023
  • 최근 기업 및 공공기관 정보시스템의 클라우드 전환이 가속화되면서 클라우드 환경에서 운영되는 웹 애플리케이션이 증가하고 있다. 클라우드 웹 애플리케이션에 대한 전통적인 네트워크 공격은 대량의 패킷으로 네트워크 자원을 고갈시키는 DoS(Denial of Service) 공격이 대표적이지만, 최근에는 애플리케이션 자원을 고갈시키는 HTTP DoS 공격도 증가하고 있어 이에 대응하기 위한 보안기술 마련이 필요하다. 특히, HTTP DoS 공격 중, 저대역폭으로 수행되는 공격은 네트워크 자원을 고갈시키지 않기 때문에 네트워크 메트릭을 모니터링 하는 전통적인 보안 솔루션으로 탐지하는 것이 어렵다. 본 논문에서는 클라우드 웹 애플리케이션에 HTTP DoS 공격을 주입하면서 웹 서버의 애플리케이션 메트릭을 수집하고, 이를 머신러닝 기반으로 학습하여 공격을 탐지하는 새로운 탐지 모델을 제안한다. 애플리케이션 메트릭으로는 아파치 웹 서버의 18종을 수집하였고, 5종의 머신러닝 모델과 2종의 딥러닝 모델을 사용하여 수집한 데이터를 학습하였다. 또한, 6종의 네트워크 메트릭을 추가로 수집 및 학습하고, 제안된 애플리케이션 메트릭 기반 모델과 성능을 비교함으로써 애플리케이션 메트릭 기반 머신러닝 모델의 우수성을 검증한다. HTTP DoS 공격 중, 저대역폭으로 수행되는 RUDY 공격과 고대역폭으로 수행되는 HULK 공격을 제안된 모델로 탐지한 결과, 두 공격 탐지에 있어서 애플리케이션 메트릭 기반 머신러닝 모델의 F1-Score가 네트워크 메트릭 기반의 모델보다 각각 약 0.3, 0.1 높은 것을 확인하였다.

The Effect of Predictive Reaeration Estimation Equation on Stream Water Quality Modeling

  • Kim, Hyung-Joong
    • 한국농공학회지
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    • 제39권2호
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    • pp.97-103
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    • 1997
  • DO concentration in the aquatic system is important for the water quality management perspective. Water quality model uses available reaeration coefficient (K2) estimation equations in calculating DO, however, they might include inevitable uncertainty that the model output can be less reliable. In this study, the calibrated QUAL2E model for the Passaic River in New Jersey, U.S., was used to examine the effect of K2 estimation equation on the output DO concentration of the river. The model was run with six commonly used equations separately with all the other conditions remained same. The result showed that the output DO concentration profiles varied widely with different equations, and maximum difference was 4.96 mg/L for the same location which is unacceptably large. It implies that the development of reliable equation is required for proper water quality management. The unreliable model output can lead to a wrong decision in water quality management such as unnecessarily high or too low treatment of wastewater, which will cause serious effect on the community economically and socially in either case. Generating more reliable model output with slight investment to develop a site specific K$_2$ equation can improve the decision making process significantly and is highly recommended.

QUAL II 모형의 금강수계에의 적용 (An Application of the QUAL II Model to the Keum River System)

  • 최흥식;이길성
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 1987년도 제29회 수공학연구발표회논문초록집
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    • pp.159-168
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    • 1987
  • 하용에서 수질 시뮬레이숀에 의한 시간적, 공간적 수질예측은 하용 수질관리를 위한 계획수립, 설계 및 모형의 최적화에 필요한 자료를 제공해 준다. 본 연구는 대청댐 하류에서 부여백제대교에 이르는 금강수계에서의 QUAL II 모형의 적용에 관한 것이다. QUAL II모형에서 사용된 물질수지방정식에 근거를 둔 대류-분석모형과 그 수치해석법을 제시하였다. 하용을 따르는 BOD, DO 및 수온의시뮬레이숀괍과 실측값과의 비교분석을 통한 모형의 활용성 제고에 역점을 두었다. 이러한 과정을 통해 금강에서의 하용수질을 평가하고, 탈산소 계수, 재폭기 계수 및 자정계수의 값을 추정하였다. 또한 대청댐 방류량 조절에 의한 목표하는 DO의 유지에 대하여 논의하였다.

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유전알고리즘을 이용한 하천수질관리모형에 관한 연구 (A Study on the River Water Quality Management Model using Genetic Algorithm)

  • 조재현;성기석
    • 상하수도학회지
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    • 제18권4호
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    • pp.453-460
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    • 2004
  • The objective of this research is to develop the water quality management model to achieve the water quality goal and the minimization of the waste load abatement cost. Most of existing water quality management model can calculate BOD and DO. In addition to those variables, N and P are included in the management model of this study. With a genetic algorithm, calculation results from the mathematical water quality model can be used directly in this management model. Developed management model using genetic algorithm was applicated for the Youngsan River basin. To verify the management model, water quality and pollution source of the Youngsan River had been investigated. Treatment types and optimum treatment costs of the existing and planned WWTPs in the baisn were calculated from the model. The results of genetic algorithm indicate that Kwangju and Naju WWTP have to do the advanced treatment to achieve the water quality goal about BOD, DO and TP. Total annual treatment cost including the upgrade cost of existing WWTPs in the Youngsan River basin was about 50.3 billion Won.