• Title/Summary/Keyword: FLOW-3D 모형

Search Result 335, Processing Time 0.027 seconds

Some Applications of the TUMMAC Method to 3D Water-wave Problems (TUMMAC차분법(差分法)에 의한 3차원(次元) 비선형파(非線形波)의 해석(解析)에 관한 연구(硏究))

  • Young-Gill,Lee;Hideaki,Miyata;Hisashi,Kajitani
    • Bulletin of the Society of Naval Architects of Korea
    • /
    • v.25 no.4
    • /
    • pp.13-27
    • /
    • 1988
  • Two version of the TUMMAC(Tokyo University Modified Marker-And-Cell) method, i.e., $TUMMAC-IV_{vm1}$ and TUMMAC-VI are applied to two water-wave problems. The ship wave of a Series 60 model($C_B=0.6$) and of the fore-body of a HSVA tanker model are simulated by the $TUMMAC-IV_{vm1}$ method are the results are compared with the experimental results. From the comparison with the experimental data it is ascertained that the $TUMMAC-IV_{vm1}$ method is useful for the analysis of the realized by the TUMMAC-VI method is useful for the analysis of the characteristics of nonlinear ship waves. Three-dimensional wave breaking is realized by the TUMMAC-VI method in the simulation of a flow about a vertical rectangular cylinder. From the results of this simulation, it is shown that the TUMMAC-VI method is very available for the simulation of 3-dimensional wave breaking phenomena.

  • PDF

Evaluating Applicability of Hunt's Analytical Solution for Groundwater Pumping from a Leaky Aquifer (누수대수층 지하수 양수에 관한 Hunt 해석해의 적용성 평가)

  • Lee, Jeongwoo;Chung, Il-Moon
    • KSCE Journal of Civil and Environmental Engineering Research
    • /
    • v.40 no.6
    • /
    • pp.555-561
    • /
    • 2020
  • In this study, the applicability of Hunt's analytical solution for a two-layered leaky aquifer system, which was developed to estimate stream depletion due to the groundwater pumping of the upper shallow aquifer, was evaluated. The 5-year averaged stream depletions were estimated using Hunt's analytical solution for various combinations of hydraulic characteristic values such as transmissivity, storage coefficient of the two aquifers, interlayer leakage coefficient, stream-well distance, hydraulic conductivity of the streambed, and stream width. Through comparison with the numerical solution accurately simulated with a MODFLOW groundwater flow model, the analytical solution derived by regarding the stream width as a point was evaluated. It was found that the error in the stream depletion calculated by the analytical solution can be reduced to less than 0.05 when the stream-well distance is greater than the stream width or when the stream depletion factor (SDF) is more than about 3,000 days. In addition, when the streambed hydraulic conductivity is less than 1 m/d, the hydraulic diffusion coefficient of the lower aquifer layer is less than 100 ㎡/d, the hydraulic diffusion coefficient ratio of the upper and lower aquifer layers is 5 or more, and the leakage coefficient between the layers is less than 0.0004 m/d, the overall analytical solutions were overestimated compared with the numerical solutions.

Runoff simulation from paddy field using three-dimensional CFD and law of similarity (3차원 CFD와 상사법칙을 이용한 논에서의 유출 모의)

  • Shin, Sat-Byeol;Jun, Sang Min;Choi, Won;Kang, Moon Seong
    • Proceedings of the Korea Water Resources Association Conference
    • /
    • 2016.05a
    • /
    • pp.292-292
    • /
    • 2016
  • 논의 배수특성 분석은 물꼬 크기 및 개소수, 배수로 구성, 규모, 경사, 재질 등과 같은 물리적 특성 인자들의 영향으로 인해 일반적인 유역의 홍수량 산정을 위해 사용되는 수문학적 홍수추적 방법의 적용이 어렵다. 따라서 논에서의 유출을 모의하기 위해서는 수리학적 홍수추적 방법의 적용이 필요하며, 기존의 연구들은 대부분 1차원과 2차원의 수치 해석 기법으로 논의 유출 특성을 분석해왔다. 3차원 수치 해석 기법을 적용할 경우 1차원과 2차원에서 볼 수 없는 유동 특성 등을 파악할 수 있으며, 보다 정확한 유출 모의가 가능할 것으로 기대된다. 하지만 3차원 해석은 비교적 구조가 단순한 논에 적용하기에는 시간과 비용이 과도하게 소모된다는 단점이 있다. 한편, 상사법칙은 주로 실험의 스케일을 줄이기 위해 적용되어 왔다. 정확성에 대한 검증이 이루어진다면, 시간이 오래 걸리는 3차원 모델링에 상사법칙을 적용할 경우, 모의 시간을 단축시킬 수 있는 장점이 있을 것으로 사료된다. 따라서 본 연구에서는 3차원 수치 해석 모형인 FLOW-3D를 이용하여 논에서의 유출을 모의하고, 적용성을 평가하고자 한다. 또한 상사법칙을 이용하여 모의 시간을 단축할 수 있는 방법을 제시하고자 한다. 모의 대상으로 40m x 100m의 논 포장을 구성하였으며, 강우 및 관개에 따른 유출을 모의하였다. 모의 결과는 실측치 및 기존 연구의 결과와 비교하여 적용성을 평가하였다. 또한 수리학적 상사법칙을 적용하여 조건을 변화시켜가며 유출을 모의하였고, 모의 조건 및 모의 시간 변화에 따른 정확성을 분석하였다. 본 연구에서 제시한 방법은 논에서의 유출 모의의 정확성을 향상 시켜, 홍수 발생 시 농경지의 침수 대책 마련에 기여할 수 있을 것으로 기대된다.

  • PDF

An Estimation Study of Watershed Pollution Load Reduction Using Environmental Capacity (환경용량을 고려한 유역 오염부하삭감량 추정 연구)

  • Jung, Jae-Sung;Park, Young-Ki;Kim, Jong-Guk
    • Journal of Korean Society of Environmental Engineers
    • /
    • v.28 no.12
    • /
    • pp.1265-1273
    • /
    • 2006
  • The environmental capacity and watershed pollution load reduction of Yongdam reservoir were estimated by the simulation of water quality variation process with the target water quality establishment, pollution load estimation and flow analysis. The potable raw water $I{\sim}II$, COD $1.0{\sim}3.0$ mg/L and TP $0.01{\sim}0.03$ mg/L were selected as the target water quality Yongdam reservoir water quality model was constructed with WASP5 contained 42 segments and the correlation of calibrated results were BOD 0.73, $PO_4-P$ 0.98. The environmental capacity for target quality COD 2.0 mg/L and TP 0.02 mg/L were BOD $131,880{\sim}4,694$ kg/d, TP $7,855 {\sim}167$ kg/d which were less than exists, and the related reduction ratios were BOD $51{\sim}62%$, TP $47{\sim}67%$ which were middle amount in exists. The load reduction ratios to meet the potable raw water $I{\sim}II$ were BOD $72{\sim}16%$, TP $78{\sim}36%$ in existing conditions and BOD $81{\sim}44%$, TP $84{\sim}52%$ in new conditions. BOD was the least one and TP was the second least in 4 results. The effects of the load reduction assignment to subbasin were dominant in TP but little in COD.

Inundation Analysis on the Region of Lower Elevation of a New Port by Using SWMM5 and UNET Model - Yongwon-dong, Jinhae-si (SWMM5와 UNET 모형을 이용한 신항만 저지대 침수분석 - 진해시 용원동)

  • Lee, Jung-Min;Lee, Sang-Ho;Kang, Tae-Uk
    • Journal of Korean Society on Water Environment
    • /
    • v.24 no.4
    • /
    • pp.442-451
    • /
    • 2008
  • We analyzed characteristics of rainfall-runoff for the channel of Yongwon area made by a new port construction. And we conducted inundation analysis on the region of lower elevation near the coast. SWMM5 was calibrated with the storm produced by the typhoon Megi from August 19 to August 20 in 2004, and was verified with the storm from August 22 to August 22 in 2004. We performed hydraulic channel routing of Yongwon channel about typhoon Megi from August 19 to August 20 in 2004 by UNET model which is a hydraulic channel routing. The simulated runoff hydrographs were added to the new stream as lateral inflow hydrographs and a watershed runoff hydrograph was the upstream boundary condition. The downstream boundary condition data were estimated by the measured stage hydrographs. The maximum stage that was calculated by hydraulic channel routing was higher than the levee of inundated region in typhoon Megi. Thus we can suppose an inundation to have been occurred. We performed inundation analysis about typhoon Megi from August 19 to August 20 in 2004 and flood discharge of return period 10~150 years. And we estimated each inundation area. The inundation areas by return periods of storms were estimated by 3.4~5.7 ha. The causes of inundation are low heights of levee crests (D.L. 2.033~2.583 m), storm surges induced by typhoons and reverse flow through the coastal sewers (D.L. -0.217~0.783 m). A result of this study can apply to establish countermeasure of a flood disaster in Yongwon.

Analyzing Relationship between Road Traffic Flows and Noise Trend using Korea Highway Traffic Noise Model (KHTN을 이용한 교통류 특성과 교통소음추이 분석)

  • Choi, Yoon Hyuk;Kim, Cheol Hwan
    • Journal of Environmental Policy
    • /
    • v.11 no.3
    • /
    • pp.49-65
    • /
    • 2012
  • Road traffic noise is closely related to road traffic environment, including traffic volumes by type and travel speed. In this study, we stated some issues and analyzed the relationships between road traffic noise and traffic flow characteristics. First, in attempt to find the answer to the question "When does the loudest traffic noise occur?" we reviewed the issue in the terms of traffic flow. As a result of analyzing level of service through Korea Highway Traffic Noise model, the actual maximum noise occurred in level of service D rather than level of service E, on the capacity state. It shows that maximum noise would be most likely to occur right before and after the peak hours. Second, this paper was looking for the method of a more easy and accurate traffic speed estimation to predict traffic noise. This paper proposed sketch planning techniques of speed-volume curve by level of service on Korea Highway Capacity Manual. As a result of trend line modeling, it was judged that quadratic form is a suitable function, and coefficient of determination ($R^2$) was higher than 0.96, respectively.

  • PDF

Simulations of Pollutant Mixing Regimes in Seamangeum Lake According to Seawater Exchange Rates Using the EFDC Model (EFDC모형을 이용한 새만금호 내 해수유통량에 따른 오염물질 혼합 변화 모의)

  • Jeong, Hee-Young;Ryu, In-Gu;Chung, Se-Woong
    • Journal of The Korean Society of Agricultural Engineers
    • /
    • v.51 no.6
    • /
    • pp.53-62
    • /
    • 2009
  • The EFDC (Environmental Fluid Dynamics Code), a numerical model for simulating three-dimensional (3D) flow, transport, and biogeochemical processes in surface water systems including rivers, reservoirs, and estuaries, was applied to assess the effect of sea water and fresh water exchange rates ($Q_e$) on the mixing characteristics of a conservative pollutant (tracer) induced from upstreams and salinity in Saemangeum Lake, Korea. The lake has been closed by a 33 km estuary embankment since last April of 2006, and now seawater enters the lake partially through two sluice gates (Sinsi and Garyuk), which is driving the changes of hydrodynamic and water quality properties of the lake. The EFDC was constructed and calibrated with surveyed bathymetry data and field data including water level, temperature, and salinity in 2008. The model showed good agreement with the field data and adequately replicated the spatial and temporal variations of the variables. The validated model was applied to simulated the tracer and salinity with two different gate operation scenarios: RUN-1 and RUN-2. RUN-1 is the case of real operation condition ($Q_e=25,000,000\;m^3$) of 2008, while RUN-2 assumed full open of Sinsi gate to increase $Q_e$ by $120,000,000\;m^3$. Statistical analysis of the simulation results indicate that mixing characteristics of pollutants from upstream can be significantly affected by the amount of $Q_e$.

Effect of a Frontal Impermeable Layer on the Excess Slurry Pressure during the Shield Tunnelling (전방 차수층이 쉴드터널 초과 이수압에 미치는 영향)

  • Lee, Yong-Jun;Lee, Sang-Duk
    • Proceedings of the KSR Conference
    • /
    • 2011.10a
    • /
    • pp.1199-1213
    • /
    • 2011
  • Slurry type shield would be very effective for the tunnelling in a sandy ground, but low slurry pressure could cause a tunnel face failure or a ground settlement in front of the tunnel face. Thus, the stability of tunnel face could be maintained by applying an excess slurry pressure that is larger than the active earth pressure. However, the slurry pressure should increase properly because an excessively high slurry pressure could cause the slurry flow out or the passive failure of the frontal ground. It is possible to apply the high slurry pressure without passive failure if a horizontal impermeable layer is located in the ground in front of the tunnel face, but its location, size, and effects are not clearly known yet. In this research, two-dimensional model tests were carried out in order to find out the effect of a horizontal impermeable layer for the slurry shield tunnelling in a saturated sandy ground. As results, larger slurry pressure could be applied to increase the stability of the tunnel face when the impermeable layer was located in the ground above the crown in front of the tunnel face. The most effective length of the impermeable grouting layer was 1.0~1.5D, and the location was 1.0D above the crown level. The safety factor could be suggested as the ratio of the maximum slurry pressure to the active earth pressure at the tunnel face. It could also be suggested that the slurry pressure in the magnitude of 3.5~4.0 times larger than the active earth pressure at the initial tunnel face could be applied if the impermeable layer was constructed at the optimal location.

  • PDF

Computational Fluid Analysis for the Otter Boards - 3 . Efficiency Analysis of the Single Cambered Otter Boards for the Various Slot Position - (전개판에 대한 수직해법 - 3 . 슬롯에 따른 단순만곡형전개판의 성능분석 -)

  • 고관서
    • Journal of the Korean Society of Fisheries and Ocean Technology
    • /
    • v.27 no.4
    • /
    • pp.278-285
    • /
    • 1991
  • The authors propose to use the slot system in order to improve of the efficiency for the cambered otter boards. The experiment is divided into 2 parts, one is the efficiency model test, and the other is the visualization model test. The hydrodynamic characteristics of the model otter boards were tested by efficiency model test to measure the shearing, drag force of the models and visualization test using hydrogen bubble method to observe the streak-line and time-line of flow around the models, and milk spout method to observe the separation zone in the wake behind the models. This study tested for 5 models such ad without slot, slot position 0.2C, 0.4C, 0.6C and 0.8C. The results obtained are as follows: \circled1 The maximum C sub(L) of model otter board with slot position 0.6C in attack angle 27$^{\circ}$ was the highest of all models, it's value was 1.59. \circled2 In general, the L/D ratio of the one slot otter boards were 16~28% higher than otter board without slot. \circled3 The slot position 0.6C was better than any other slot position, and it's conformed by visiualization. \circled4 As to the model otter board with slot position 0.6C, flow speed of the back side was faster 1.3 to 1.7 times than in the front side. \circled5 The size of the separated zone in case of the model otter board with 0.6C was smaller than that of any other models.

  • PDF

The Study for Estimating Traffic Volumes on Urban Roads Using Spatial Statistic and Navigation Data (공간통계기법과 내비게이션 자료를 활용한 도시부 도로 교통량 추정연구)

  • HONG, Dahee;KIM, Jinho;JANG, Doogik;LEE, Taewoo
    • Journal of Korean Society of Transportation
    • /
    • v.35 no.3
    • /
    • pp.220-233
    • /
    • 2017
  • Traffic volumes are fundamental data widely used in various traffic analysis, such as origin-and-destination establishment, total traveled kilometer distance calculation, congestion evaluation, and so on. The low number of links collecting the traffic-volume data in a large urban highway network has weakened the quality of the analyses in practice. This study proposes a method to estimate the traffic volume data on a highway link where no collection device is available by introducing a spatial statistic technique with (1) the traffic-volume data from TOPIS, and National Transport Information Center in the Ministry of Land, Infrastructure, and (2) the navigation data from private navigation. Two different component models were prepared for the interrupted and the uninterrupted flows respectively, due to their different traffic-flow characteristics: the piecewise constant function and the regression kriging. The comparison of the traffic volumes estimated by the proposed method against the ones counted in the field showed that the level of error includes 6.26% in MAPE and 5,410 in RMSE, and thus the prediction error is 20.3% in MAPE.