• 제목/요약/키워드: SED2D model

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Effects of Control of Dam Sedimentation by a Hydraulic Structure in a Reservoir (저수지내 수리구조물에 의한 퇴사량 제어 효과)

  • Cho, Hong Je;Kang, Ho Seon
    • Journal of Korea Water Resources Association
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    • v.46 no.12
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    • pp.1157-1167
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    • 2013
  • Sayeon dam is the one that is structured in 1965 and supplying residential water in Ulsan. The hill located within the reservoir near the entrance of the dam spillway plays a role as a natural Dike. According to the recent surveys on change of sediment and effective volume of water kept in store, the latter that decreased 2.92% from twenty million tons and the former increased just 1.65 m. In this survey we examined the application of SED-2D model using measured data of Sayeon dam sediment. In addition we surveyed the inflow control and the water depth to be kept when installing small hydraulic structure similar to Dike around the dam reservoir entrance. To do this, we simulated the hydraulic effects and sediment on the conditions eliminating the hill or installing the structure higher than it. The controlling effects of present hill or adding small hydraulic structure on it was found, though the changes of the measure was not large.

Prediction of Sediment distribution in Reservoir Using 2-D Numerical Model (2차원 수치모형을 이용한 저수지 내 퇴사분포 예측)

  • Kim, Ki Chul;Kim, Jong Hae;Chong, Koo-Yol;Kim, Hyeon Sik
    • Journal of Korea Water Resources Association
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    • v.47 no.8
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    • pp.729-742
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    • 2014
  • This study predicted long-term sediment distribution for 76 years by using RMA-2 which is two-dimensional numerical model and SED2D which is the sediment transport model to quantitatively analyze sediment distribution in the reservoir based on sediment intrusion and efficiently manage the reservoir. For water level-discharge-sediment data required in boundary conditions of the model, real-time data measured by the Korea Water Resources Corporation were used. The sediment input data was calculated using K-DRUM model. Sedimentation depth was compared with results of model by collecting cross-section core in the reservoir during the dry season. As the result of validation, the sediment depth in the reservoir was similar to actually measured value. For prediction of long-term sediment distribution, terrain data measured in 2012 was used as starting crosssection and simulations for 76 years until 2088 were made. As the results of simulations, sediment distributions of 1.63~1.26 m and 1.45~0.007 m were shown in upstream and downstream of Hapcheon Dam, respectively.

SED modeling of the Class 0 protostar L1527 IRS

  • Baek, Giseon;Lee, Jeong-Eun
    • The Bulletin of The Korean Astronomical Society
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    • v.41 no.2
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    • pp.54.3-55
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    • 2016
  • We model the spectral energy distribution (SED) of the Class 0 protostar L1527 IRS using a dust continuum radiative transfer code RADMC-3D to study the initial condition of gravitational collapse. To constrain the envelope structure, we use the data obtained by Herschel /PACS, which covers the far-infrared regime ($55-190{\mu}m$) where the SED of L1527 IRS peaks. According to our modeling, a more flattened density profile fits the far-infrared SED of L1527 IRS better than the density profile of a rotating and infalling envelope. Thus, we employ the density structure of a Bonnor-Ebert sphere, which consists of the inner flat-topped and the outer power-law regions and is often used for describing the density structure of the youngest sources in the low mass star formation process. A Bonnor-Ebert sphere fits very well the observed SED at ${\lambda}$ > $10{\mu}m$, suggesting that L1527 IRS might collapse from an unstable Bonnor-Ebert sphere rather than a singular isothermal sphere.

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An analysis of bridge perimeter of river channel change and sediment concentration distribution characeristic (교량 주변 하도구간에서 하상변동 및 유사농도 분포 특성분석)

  • Lee, Hyo-Jung;Jung, Do-June;Ahn, Seung-Seop
    • 한국방재학회:학술대회논문집
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    • 2008.02a
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    • pp.207-210
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    • 2008
  • Recently many studys have been continued Nak-Dong river. This study recognized the importance about a rivers floor change. The Nak-Dong main river of railroad bridge(2.423Km) waegwan-eup, Cilgok-gun, Gyeongsangbuk-do analyzed to the SED2D-WES model. This study recognized the difference of the model according to the existence and nonexistence of the bridge piers. At a result of mean velocity current is higher in bridge option appeared in this case. As well sediment transportation model show that river bed change appear the part of velocity is low.

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Hydrodynamic Analysis at Nakdong River Confluences (낙동강 주요 합류부에서의 동역학적 수리해석)

  • Han, Kun Yeun;Kim, Ji Sung;Yang, Seung Ho
    • Proceedings of the Korea Water Resources Association Conference
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    • 2004.05b
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    • pp.908-911
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    • 2004
  • The purpose of this study is to investigate the applicability of the two dimensional model in natural rivers. In this study, two dimensional unite element model, SMS, is used to simulate a complex flow along with the sediment movements in the natural river. The RMA-2 model embeded in SMS is used to simulate flow phenomena and SED-2D model is employed to simulate sediment transport. The model is applied to the confluence zone of the Gam River and mouth of Nakdong River. For model calibration, the result of the unsteady flow analysis is compared with the Typhoon 'Rusa' data. In addition, the runoff analysis was conducted for the determination of the project flood and the flood forecasting. The simulation results presented the characteristics of two dimensional flow with velocity vector and flow depth. The sediment transport characteristics are shown in terms of sediment concentration as well as bed elevation change. Accordingly, the SMS model in this study turned out to be very effective tool for the simulation of the hydrodynamic characteristics under the various flow conditions and corresponding sediment transports in natural rivers.

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SED MODELING FOR CLASS 0 PROTOSTAR L1527 IRS

  • Baek, Giseon;Lee, Jeong-Eun;Lee, Seokho
    • The Bulletin of The Korean Astronomical Society
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    • v.40 no.2
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    • pp.42.1-42.1
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    • 2015
  • We model the Spectral Energy Distribution (SED) of Class 0 protostar L1527 IRS using a radiative transfer code RADMC-3D. In addition to the photometry data from literatures, we include the Herschel/PACS data which well covers the far-infrared SED peak of L1527 IRS, providing precise constraints to the density structure and other physical properties of its circumstellar envelope. Previously, Tobin et al. (2013) presented a dust continuum modeling results using a rotating and infalling envelope (Terebey and Shu, & Cassen 1984 ; TSC envelope), which originally describes a power-law density profile (${\rho}{\propto}r-{\alpha}$) with the power-law index (${\alpha}$) of 1.5. However, we find that Herschel/PACS data are better fitted with a shallower power-law density profile. This smaller power-law might be attributed to a inner envelope. Thus, we fit the SED of L1527 IRS with a Bonnor-Ebert sphere, which is a combination of the inner flat-topped and the outer power-law (${\alpha}=2$) density profiles. This Bonnor-Ebert sphere is often used to explain the density profile of prestellar cores, which is considered the earliest stages of star formation. The well-fitted SED with a Bonnor-Ebert sphere suggests that L1527 IRS might have collapsed from a Bonnor-Ebert sphere rather than a singular isothermal sphere.

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Prediction of River Bed Change due to Yongdam Dam Discharge (용담댐 방류에 따른 하상변동 예측)

  • Kim, Young-Bok;Jung, Seung-Kwon;Shim, Soon-Bo
    • Journal of the Korean Society of Hazard Mitigation
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    • v.6 no.1 s.20
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    • pp.69-81
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    • 2006
  • The purpose of this study is to identify the downstream influences due to the dam discharge by using 2-dimensional model, SMS(Surface water Modeling System). RMA-2 and SED-2D in SMS were applied to Yongdam multipurpose dam watershed located in Gum river basin. Through the simulation, erosion and deposit quantitative analysis of sinuous channels and scour pattern analysis of bridges have been done. A differences erosion depths between deposit are simulated as $-102.4 mm{\sim}54.2 mm$ at No.176(1.4 km) and $-104.1 mm{\sim}28.9 mm$ at No.146(7.4 km), sinuous channel. The river bed at Kamdong bridge in straight channal is simulated as uniform erosion. However, the river bed at Dumdul bridge in sinuous channal has been shown as different erosion depths at each sides. Consequently, the parts that could not be simulated on the existing 1-dimensional model, can be improved results by using a 2-dimensional model, about weakness points for hydraulic modeling such as extreme bend, tributary confluence.

Study on Training levee Dimension for Reduction of River Mouth Occlusion (하구폐색저감을 위한 도류제 제원에 관한 연구)

  • Choi, Chang Jin;Choo, Yean Moon;Kim, Sung Bum;Jee, Hong Kee
    • Journal of Wetlands Research
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    • v.16 no.1
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    • pp.139-151
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    • 2014
  • In this study, virtual confluence of $30^{\circ}$, $45^{\circ}$, $60^{\circ}$, $75^{\circ}$ type flowing into main channel was designed to comprehend occlusion phenomenon of the mouth of river, then performed numerical analysis using the RMA-2 and SED2D model of SMS according to application of 40m, 60m, 80m, 100m Training levee corresponding to main channel width ratio. Results of simulations analysis are summarized as follows. Applying appropriate Training levee length determined by numerical analysis results, Training levee dimension for occlusion reduction was studied through the analysis of velocity, water level, bed variation at the Gamchen confluence and Wichen confluence.

Flow Characteristics and Riverbed Change Simulation on Bridge-intensive Section (교량밀집 구간의 흐름특성과 하상변동 모의)

  • Cho, Hong Je;Jeon, Woo Yeol
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.30 no.6B
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    • pp.589-598
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    • 2010
  • When the hydraulic structures, such as bridge and weir, are consecutively installed to a short section of a river with complicated cross section, analyzing the flow characteristics and the riverbed change modality of the river is very important. In the 250 m section of the Taehwa river near the Samho-bridge, which passes through Ulsan city, three bridges has been installed, and the tributary water is flowing into both up and downstream of the section. Due to these factors, when the flood occurs, the cross section of the river changes vastly by the water level change and scour. Even so, due to the fact that the Samho-bridge divides the section into two parts, the national river and the regional river, each part is being analyzed separately by the onedimensional model. In this study, the flow characteristics due to the bridge concentration and the tributary water inflow were jointly analyzed for both up and downstream by using the one-dimensional HEC-RAS model and the two-dimensional SMS model, such as RMA2. The riverbed change modality of the section was also investigated by using the SED2D model. The results showed that the water level difference between the HEC-RAS and RMA2 was 0.87 m when applied to the three consecutive bridges. The riverbed change simulation using SED2D showed that the maximum scour was 0.231 m and it occurred at the Samho-bridge, which located in the middle and has short pier distance. In conclusion, when planning the river maintenance for the regions with concentrated bridges or the sections with severe changes in cross-section and flow, estimating the flood elevation by two-dimensional model and establishing countermeasures for the scouring of the bridge are required. In addition, an integrated analysis on both the national river and the regional river is necessary.

Diagnosis of the Transitional Disk Structure of AA Ori by Modeling of Multi-Wavelength Observations

  • Kim, Kyoung Hee;Kim, Hyosun;Lee, Chang Won;Lyo, Aran
    • The Bulletin of The Korean Astronomical Society
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    • v.45 no.1
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    • pp.42.2-42.2
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    • 2020
  • We report on multi-wavelength observations of AA Ori, a Young Stellar Object in Orion-A star-forming region. AA Ori is known to have a pre-transitional disk based on infrared observations including Spitzer/IRS data. We construct its broadband spectral energy distribution (SED) by not only taking data in the optical and IR region but also including Herschel/PACS, JCMT/SCUBA, and SMA observational data. We use the Monte Carlo radiative transfer code (RADMC-3D) to reconstruct the SED with a viscous accretion disk model initialized by a radially continuous disk and finally having an inner and outer dusty disk separated by a dust-depleted radial gap. By comparing the model SEDs with different configurations of disk parameters, we discuss the limits to find a single solution of model parameters to fit the data. We suggest that some models with a modified inner disk surface density gradient and some degree of dust depletion in the inner disk can explain the AA Ori's SED, from which we infer that the inner disk of AA Ori has evolved. We present that model configurations of a pre-transitional disk with a large gap extended to 60-80 AU in a settled dusty disk of a few hundred AU size with a high inclination angle (~60°) also create model SEDs close to the observed one. To distinguish whether the disk has a just-opened narrow gap or a large gap, with an altered surface density of the inner disk extended to 10 AU, we suggest a further investigation of AA Ori with high angular resolution observations.

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