• Title/Summary/Keyword: Env

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The Evaluation of Geosynthetic Clay Liner as a barrier layer for the Final Cover System in landfill (폐기물 매립지 최종복토 차단층으로서 Geosynthetic Clay Liner 적용성 평가)

  • Lee, Jung-Lan;Moon, Chul-Hwan;Jung, Chan-Kee;Lee, Jai-Young
    • Journal of the Korean Geosynthetics Society
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    • v.3 no.2
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    • pp.23-29
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    • 2004
  • One of the most important concern in the design of barrier layer in to protect the water through the landfill. The barrier layer consists of a single compacted clay liner(CCL) or a composite liner with high density polyethylene(HDPE). The construction of barrier layer at the edge of cover system usually has some problems because of steep slope in the landfill. In this study the authors evaluate the geosynthetic clay liner(GCL) as a barrier layer at the edge of the final cover system in landfill. The GCLs were simulated the stability of slope, the HELP(Hydrologic Evaluation of Landfill Performance) and the durability of environmental situation. As the results, the GCL has more stable than the CCL. Therefore, the authors suggest that the GCL in good for the barrier layer of the final cover system in the landfill.

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Development of a Web GIS-Based Real-Time Agricultural Flood Management System (웹 GIS 기반 실시간 농촌홍수관리시스템 개발)

  • Jung, Hyuk;Jung, In-Kyun;Park, Jong-Yoon;Kim, Seong-Joon
    • Journal of the Korean Association of Geographic Information Studies
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    • v.15 no.4
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    • pp.15-25
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    • 2012
  • This study is to develop a web-based real-time agricultural flood management system(RAFMS) for 378 agricultural reservoirs equipped with auto water level gauge stations. The RAFMS was designed to operate linking with Rural Agricultural Water Resource Information System(RAWRIS) which supports data viz. real-time rainfall and water level necessary for RAFMS. The system was constituted to monitor the floods simultaneously at each reservoir by calculating the real-time reservoir inflow from watersheds, water level, and release to downstream. In addition, the system has the prediction function for the flood by applying weather forecasting data from Korea Meteorological Administration(KMA).

A Study on the Cleaning Characteristics according to the process gas of Low-Pressure Plasma (저압 플라즈마 세정가스에 따른 세정특성 연구)

  • Koo, H.J.;Ko, K.J.;Chung, C.K.
    • Clean Technology
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    • v.7 no.3
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    • pp.203-214
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    • 2001
  • A silicon oxide cleaning characteristic and its mechanism were studied in RF plasma cleaning system with various gases such as $CHF_3$, $CF_4$, Argon, oxygen and mixing gas. The experimental parameters - working pressure (100 mTorr), RF power (300 W, 500 W), electrode distance (5cm, 8cm, 11.5cm), cleaning time (90, 180 seconds), gas flow (50 sccm) were fixed to compare cleaning efficiency by gas types. The results were as follows. First, the argon plasma is retaining only physical sputtering effect and etch rate was low. Second, the oxygen plasma showed good cleaning efficiency in electrode distace of 5cm, 300W, 180secs, but surface roughness increased. Third, $CF_4$ Plasma could get the best cleaning efficiency. Fourth, $CHF_3$ plasma could know that addition gas that can lower the CFx/F ratio need. We could not get good cleaning efficiency in case of added argon to $CHF_3$. But, we could get good cleaning efficiency in case added oxygen.

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Numerical Simulation of Coastal Urban Inundation due to Storm Surge and Rainfall (폭풍해일과 강우에 의한 해안 도시 범람 수치모의)

  • Kim, Gun Hyeong;Pyo, Chang Kyu;Yoon, Sung Bum
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.26 no.6
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    • pp.388-396
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    • 2014
  • In this study, numerical simulations are conducted for the inundations due to storm surge and rainfall at Masan City of Korea where severe damages occurred by the typhoon Maemi. A coupled numerical model which can deal with various flow patterns such as storm surge, rainfall and sewer flows is employed. The numerical results show that the inundation area and depth increase significantly when the combined effects of storm surge and rainfall are considered in comparison with those obtained without a rainfall effect. Further numerical simulations are conducted to evaluate the performance of the sea wall being constructed for the coastal defence. The results show that the maximum inundation depths decrease when the sea wall is constructed. However, the duration of inundation becomes longer, because the rainwater on the ground cannot be discharged easily to the sea due to the presence of the sea wall.

Two-dimensional imaging of shear wave velocity in the soil site using HWAW method (HWAW방법을 사용한 지반의 전단파 속도 2-D 영상화)

  • Park, Hyung-Choon;Kim, Dong-Soo;Kim, Jong-Tea;Park, Hyun-Jun;Bang, Eun-Seok
    • Proceedings of the Korean Geotechical Society Conference
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    • 2008.03a
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    • pp.7-13
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    • 2008
  • To obtain a shear-wave velocity profile in geotechnical practice, various seismic investigation methods which have their own strength and weakness are being frequently used. Generally, geotechnical site have lateral variation of the properties, so it is needed to determine 2-dimensional shear wave velocity imaging of the site. In this study, harmonic wavelet analysis of wave (HWAW) method is applied to determination of 2-D $V_s$ imaging. HWAW method which is based on time-frequency analysis using harmonic wavelet transform have been developed to determine phase and group velocities of waves. HWAW method uses the signal portion of the maximum local signal/noise ratio to evaluate the phase velocity to minimize the effects of noise. HWAW method determine detailed local $V_s$ profile because one experimental setup which consists of one pair of receivers with spacing of 1~3m is used to determine the dispersion curve of the whole depth. So, 2-D Vs imaging with relatively high resolution can be determined through a series of HWAW test. In order to estimate the applicability of HWAW method, field tests were performed in 4 sites. Through field applications and comparison with other test results, the good accuracy and applicability of the proposed method were verified.

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Lack of Detection of the Mouse Mammary Tumor-like Virus (MMTV) Env Gene in Iranian Women Breast Cancer using Real Time PCR

  • Tabriz, Hedieh Moradi;Zendehdel, Kazem;Shahsiah, Reza;Fereidooni, Forouzandeh;Mehdipour, Baharak;Hosseini, Zahra Mostakhdemin
    • Asian Pacific Journal of Cancer Prevention
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    • v.14 no.5
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    • pp.2945-2948
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    • 2013
  • Background: Mouse mammary tumor virus (MMTV) is the major cause of mammary tumors in mice. There is limited controversial evidence about the probable etiologic role of MMTV- like virus in human breast cancer. Materials and Methods: A total of 40 Formalin fixed paraffin embedded samples with diagnosis of breast cancer were collected in a period of 3 years from cancer institute of Iran. We selected both pre-menopausal and post-menopausal patients with different histologic grades and different ethnic groups. We evaluated presence of MMTV-like virus env gene through real time PCR method. Results: Forty patients (20 pre and 20 postmenopausal women) were evaluated with the mean age of 49.67. The average tumor size was 39 mm. None of the studied samples were positive for MMTV-like virus env gene target sequences. Conclusions: We found no evidence on the potential role of MMTV-like virus in the carcinogenicity of breast cancer among Iranian women.

Evaluation of Zoning Effect on Seepage Flow in CFGD using Centrifuge Modeling (원심모형시험을 이용한 단면 구획이 CFGD의 침투 거동에 미치는 영향 평가)

  • Kim, Kyeong-Hwan;Choo, Yun-Wook;Kim, Dong-Soo;Park, Han-Kyu;Shin, Dong-Hoon;Cho, Sung-Eun;Lim, Eun-Sang
    • Proceedings of the Korean Geotechical Society Conference
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    • 2009.03a
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    • pp.278-287
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    • 2009
  • This thesis studied effect of zoning on seepage flow in concrete faced gravel-fill dam (CFGD) designed to have selected main rockfill or gravel-fill zone, Zone 3Bs with higher permeability to enhance the safety against accidental water infiltration into the dam. For this purpose, centrifuge model tests with two cases, with and without Zone 3Bs, were performed in order to investigate the necessity and the function of Zone 3Bs. Model dams were made by soil samples with modified coefficients of permeability and concrete faced slab was simulated with aluminum alloy. Water infiltration was simulated by rising water table over cracks on the facing. Behaviors of model dams were measured by LVDTs, strain gages, pore water pressures and cameras. Form the results of centrifuge tests, it was found out that the Zone 3Bs acts as a protection of main gravel-fill zone by inducing flow paths for infiltrated water into it as well as by draining off the infiltrated water out of the dam in a short time.

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Molecular Characterization of the HERV-W Env Gene in Humans and Primates: Expression, FISH, Phylogeny, and Evolution

  • Kim, Heui-Soo;Kim, Dae-Soo;Huh, Jae-Won;Ahn, Kung;Yi, Joo-Mi;Lee, Ja-Rang;Hirai, Hirohisa
    • Molecules and Cells
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    • v.26 no.1
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    • pp.53-60
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    • 2008
  • We characterized the human endogenous retrovirus (HERV-W) family in humans and primates. In silico expression data indicated that 22 complete HERV-W families from human chromosomes 1-3, 5-8, 10-12, 15, 19, and X are randomly expressed in various tissues. Quantitative real-time RT-PCR analysis of the HERV-W env gene derived from human chromosome 7q21.2 indicated predominant expression in the human placenta. Several copies of repeat sequences (SINE, LINE, LTR, simple repeat) were detected within the complete or processed pseudo HERV-W of the human, chimpanzee, and rhesus monkey. Compared to other regions (5'LTR, Gag, Gag-Pol, Env, 3'LTR), the repeat family has been mainly integrated into the region spanning the 5'LTRs of Gag (1398 bp) and Pol (3242 bp). FISH detected the HERV-W probe (fosWE1) derived from a gorilla fosmid library in the metaphase chromosomes of all primates (five hominoids, three Old World monkeys, two New World monkeys, and one prosimian), but not in Tupaia. This finding was supported by molecular clock and phylogeny data using the divergence values of the complete HERV-W LTR elements. The data suggested that the HERV-W family was integrated into the primate genome approximately 63 million years (Myr) ago, and evolved independently during the course of primate radiation.

Structural Characterization of the Genome of BERV γ4 the Most Abundant Endogenous Retrovirus Family in Cattle

  • Xiao, Rui;Park, Kwangha;Oh, Younshin;Kim, Jinhoi;Park, Chankyu
    • Molecules and Cells
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    • v.26 no.4
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    • pp.404-408
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    • 2008
  • The genome of replication-competent BERV ${\gamma}4$ provirus, which is the most abundant ERV family in the bovine genome, was characterized in detail. The BERV ${\gamma}4$ genome showed that BERV ${\gamma}4$ harbors 8576 nucleotides and has the typical 5'-long terminal repeat (LTR)-gag-pro-pol-env-LTR-3' retroviral organization with a long leader region positioned before the gag open reading frame. Multiple sequences analysis showed that the nucleotide difference between 5' and 3' LTRs was 4.2% (mean value 0.042) in average, suggesting that the provirus formed at most 13.3 million years ago. Gag separated by a stop codon from pro-pol in the same reading frame, while env resides in another reading frame lacking of a functional surface domain. According to the current bovine genome sequence assembly, the full-length BERV ${\gamma}4$ provirus sequences were only found in the chromosomes 1, 2, 6, 10, 15, 23, 26, 28, X, and unassigned, although the partial sequences almost evenly distributed in the entire bovine genome. This is the first detailed study describing the genome structure of BERV ${\gamma}4$, the most abundant ERV family present in bovine genome. Combined with our recent reports on characterization of ERVs in bovine, this study will contribute to illuminate ERVs in the cattle of which no information was previously available.

Comparative Study on Calculation Method for Design Flood Discharge of Dam (댐 설계홍수량 산정방법에 관한 비교연구)

  • Lee, Jai-Hong;Lee, Jong-Kyu;Kim, Tae-Woong;Kang, Ji-Ye
    • Journal of Korea Water Resources Association
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    • v.44 no.12
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    • pp.941-954
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    • 2011
  • In this study, past method and recent method for flood discharge with domestic multi-purpose dams in Korea were compared and analyzed with respect to the scale of watershed. Rainfall depth, temporal pattern, rainfall excess, rainfall-runoff model, parameter estimation and base flow were selected as the principal factors affecting flood discharge and effects on flood discharge were analyzed quantitatively by using sensitivity analysis. The results showed that the flood discharges calculated by past and recent method increased and decreased with a wide range of discharge with respect to the scale of watershed. The reason for decrease of flood discharge is the exchange of temporal pattern of rainfall and the principal reasons for increase of flood discharge are the increase of rainfall depth by unusual weather phenomena and the difference of estimation method for parameters of unit hydrograph.