• Title/Summary/Keyword: TP53

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Purification Characteristics and Hydraulic Conditions in an Artificial Wetland System (인공습지시스템에서 수리학적 조건과 수질정화특성)

  • Park, Byeng-Hyen;Kim, Jae-Ok;Lee, Kwng-Sik;Joo, Gea-Jae;Lee, Sang-Joon;Nam, Gui-Sook
    • Korean Journal of Ecology and Environment
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    • v.35 no.4 s.100
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    • pp.285-294
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    • 2002
  • The purpose of this study was to evaluate the relationships between purification characteristics and hydraulic conditions, and to clarify the basic and essential factors required to be considered in the construction and management of artificial wetland system for the improvement of reservoir water quality. The artificial wetland system was composed of a pumping station and six sequential plants beds with five species of macrophytes: Oenanthe javanica, Acorus calamus, Zizania latifolia, Typha angustifolia, and Phragmites australis. The system was operated on free surface-flow system, and operation conditions were $3,444-4,156\; m^3/d$ of inflow rate, 0.5-2.0 hr of HRT, 0.1-0.2 m of water depth, 6.0-9.4 m/d of hydraulic loading, and relatively low nutrients concentration (0.224-2.462 mgN/L, 0.145-0.164 mgP/L) of inflow water. The mean purification efficiencies of TN ranged from 12.1% to 14.3% by showing the highest efficiency at the Phragmites australis bed, and these of TP were 6.3-9.5% by showing the similar ranges of efficiencies among all species. The mean purification efficiencies of SS and Chl-A ranged from 17.4% to 38.5% and from 12.0% to 20.2%, respectively, and the Oenanthe javanica bed showed the highest efficiency with higher concentration of influent than others. The mean purification amount per day of each pollutant were $9.8-4.1\;g{\cdot}m^{-2}{\cdot}d^{-1}$ in BOD, $1.299-2.343\;g{\cdot}m^{-2}{\cdot}d^{-1}$ in TN, $0.085-1.821\;g{\cdot}m^{-2}{\cdot}d^{-1}$ in TP, $17.9-111.6\;g{\cdot}m^{-2}{\cdot}d^{-1}$ in SS and $0.011-0.094\;g{\cdot}m^{-2}{\cdot}d^{-1}$ in Chl-a. The purification amount per day of TN revealed the hi링hest level at the Zizania latifolia bed, and TP showed at the Acrous calamus bed. SS and Chl-a, as particulate materials, revealed the highest purification amount per day at the Oenanthe javanica bed that was high on the whole parameters. It was estimated that the purification amount per day was increased with the high concentration of influent and shoot density of macrophytes, as was shown in the purification efficiency. Correlation coefficients between purification efficiencies and hydraulic conditions (HRT and inflow rate) were 0.016-0.731 of $R^2$ in terms of HRT, and 0.015-0.868 of $R^2$ daily inflow rate. Correlation coefficients of purification amounts per day with hydraulic conditions were 0.173-0.763 of Ra in terms of HRT, and 0.209-0.770 daily inflow rate. Among the correlation coefficients between purification efficiency and hydraulic condition, the percentages of over 0.5 range of $R^2$ were 20% in HRT and in daily inflow rate. However, the percentages of over 0.5 range of correlation coefficients ($R^2$) between purification amount per day and hydraulic conditions were 53% in HRT and 73% in daily inflow rate. The relationships between purificationamount per day and hydraulic condition were more significant than those of purifi-cation efficiency. In this study, high hydraulic conditions (HRT and inflow rate) are not likely to affect significantly the purification efficiency of nutrient. Therefore, the emphasis should be on the purification amounts per day with high hydraulicloadings (HRT and inflow rate) for the improvement of eutrophic reservoir withrelatively low nutrients concentration and large quantity to be treated.

Test-bed evaluation of developed small constructed wetland for using in urban areas (도시지역에 적용하기 위한 소규모 인공습지 Test-bed 시설 평가)

  • Kang, Chang-Guk;Lee, So-Young;Cho, Hye-Jin;Lee, Yuw-Ha;Kim, Lee-Hyung
    • Journal of Wetlands Research
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    • v.13 no.3
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    • pp.455-463
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    • 2011
  • Conventional construction technologies have been continually applied without consideration of its impact to the environment. This resulted to various problems including the negative responses of local citizens that regarded some constructed facilities as aversive facilities causing environmental and hydraulic problems in the urban area, etc. To prevent these problems, therefore, alternative methods should be undertaken. A new approach termed "Low Impact Development (LID)" technology is currently adapted in developed countries around the world. This study aims to investigate the efficiency of the developed small constructed wetland (SCW) with horizontal subsurface flow as a LID technique applicable in urban areas. Two test-bed facilities were constructed and monitoring had been conducted between July 2010 and June 2011. Based on the findings, the removal efficiencies achieved for TSS, $COD_{Cr}$, TN, TP, Total Fe, Total Pb for the SCW-1 were 66, 53, 46, 55, 67 and 50%, respectively. On the other hand, the SCW-2 attained 82, 62, 51, 48, 74 and 42% efficiency for TSS, $COD_{Cr}$, TN, TP, Total Fe, Total Pb, respectively. The results indicated that the removal of particulate matter and heavy metals which are considered as main pollutants from stormwater runoff in urban areas was satisfactory in the system. Therefore, the test-beds proved to be appropriate for the treatment of pollutants in urban landuses such as road, parking lot, etc. The results of this study can contribute to the conservation of aquatic ecosystems and restoration of natural water cycle in the urban areas.

우리나라 인공호의 부영양화 평가 및 예측에 관한 연구

  • 김재윤
    • Journal of Environmental Science International
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    • v.7 no.4
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    • pp.441-450
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    • 1998
  • The purpose of this study is to evaluate and to predict of eutrophication in lakes by using VollenweiderGECD model and total phosphorus concentration and inflow rate which were measurded in 1993-1996. The results of study was as follows. The annual total phosphorus loading from the watershed was calculated to be 181-195tP /yr at lake Soyang, 591-680tP/yr at lake Chungju, 420-466tP/yr at lake Taechong, 229-278tP/yr at lake Andong, 103-106tP/yr at lake Hapchon, 57-59tP/yr at lake Imha, 194-244tP/yr at lake Namgang, 8386tP /yr at lake Chuam, 99-109tP /yr at lake Somjin. These are discharged, for the most parts, from population and ftshfarm facility. TP loading on the surface area at lake Soyang was 3.0lgP/$m^2$/yr, 2.82gP/$m^2$/yr, 2.84gP/$m^2$/yr, 3. 03gP/$m^2$/yr, at lake Chungju 7.91gP/$m^2$/yr, 6.87gP/$m^2$/yr, 7.38gP/$m^2$/yr, 7.l8gP/$m^2$/yr, at lake Taechong 6.7lgP/$m^2$/yr, 7.25gP/$m^2$/yr, 7.24gP/$m^2$/yr, 6.53gP/$m^2$/yr and TP loading on the surface area of Nakdong river basin, that is, lake Andong, Imha, Hapchon and Namgang were 5.39gP/$m^2$/yr, 4.47gP/$m^2$/yr, 4. 56gP/$m^2$/yr, 4.45gP/$m^2$/yr and 2.20gP/$m^2$/yr, 2.23gP/$m^2$/yr, 2.24gP/$m^2$/yr, 2.l7gP/$m^2$/yr and 4.50gP/$m^2$/ yr, 4.50gP/$m^2$/yr, 4.54gP/$m^2$/yr, 4.43gP/$m^2$/yr and 8.25gP/$m^2$/yr, 8.48gP/$m^2$/yr, 8.48gP/$m^2$/yr, 10. 39gP/$m^2$/yr respectively. Also those of lake Chuam was 2.51gP/$m^2$/yr, 2.61gP/$m^2$/yr, 2.52gP/$m^2$/yr, 2. 54gP/$m^2$/yr and TP loading on the surface area at lake Somjin was analysed 4.09gP/$m^2$/yr, 4.l0gP/$m^2$/yr, 3.98gP/$m^2$/yr,3.73gP/$m^2$/yr. The tropic states of nine lakes can be assessed as eutrophy because phosphorus loading exceeds the critical phosphorus loading by Vollenwelder-GECD model.

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Development of the Estimation Model on Daily Pollutant Loads for the Nakdong River Basin II. Application of the Model (낙동강 유역에 대한 일별 유달부하량 산정모델개발 II. 모델식의 활용)

  • Yoon, Young-Sam;Yu, Jae-Jeong;Kim, Moon-Soo;Lee, Hae-Jin;Lee, Jun-Bae;Yang, Sang-Yong
    • Journal of Environmental Science International
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    • v.16 no.3
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    • pp.333-345
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    • 2007
  • As analyzed the estimated values of the daily delivery loads from thirteen major side streams such as Naesung-river, Keumho-river, Hwang-river, Nam-river during five years (from 1999 to 2003), the daily BOD inflow into the main stream of Nakdong river in 2003 shows the highest quantity as 31.1 ton and the daily BOD inflows in 1999, 2000, 2001, and 2002 are 26.7 ton, 22.5 ton, 21.0 ton, 25.8 ton, respectively. The daily TN in-flow into the main stream of Nakdong river in 2003 shows also the highest quantity as 64.9 ton and the daily TN inflows in 1999, 2000, 2001, and 2002 are 55.19 ton, 46.27 ton, 39.5 ton, 53.38 ton, respectively. The daily TP inflow into the main stream of Nakdong river in 2003 shows the highest quantity as 2.70 ton likewise and the daily TP inflows in 1999, 2000, 2001, and 2002 are 2.17 ton, 1.87 ton, 1.60 ton, 2.10 ton, respectively The rate of BOD loads from each side main stream into the main stream of Nakdong river shows that the BOD loads of Keumho-river are the highest as the values range from 32.8 % (2002) ${\sim}$ 35.1 % (2003) and the BOD loads of Nam-river, Naesung-river, Hwang-river are high in the order named. The rate of TN loads to the main stream is also similar to the trend of BOD loads. The contribution of the TN loads of Geumho-river to the contamination of the main stream is also the highest having a range from 27.0 % (2002) to 28.8 % (1999) among the main side streams and the TN loads of Naesung-river, Nam-river, and Heachun-river are high in the order named. The rate of TP loads is quite different from the trend of BOD and TN loads. The TP rate of Keumho-river, however, is still the highest as ranging 58.6 % (2002) to 61.7 % (2003) and the river has the biggest portion (over 50%) of the entire pollution to the main stream of Nakdong river.

Effects of Physical Parameters on Water Quality in Agricultural Reservoirs (농업용 저수지의 물리적 인자가 수질에 미치는 영향)

  • Jeon, Ji-Hong;Ham, Jong-Hwa;Kim, Ho-Il;Hwang, Soon-Jin;Yoon, Chun-Gyeong
    • Korean Journal of Ecology and Environment
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    • v.35 no.1 s.97
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    • pp.28-35
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    • 2002
  • The effect of physical parameters on water quality was analyzed using monitoring data of 193 agricultural reservoirs. The retention time of reservoirs ($t_d$) ranged between 10 and 140 days, and the ratio of drainage area (DA) to reservoir surface area (SA) was between 10 and 120. Both ratios of DA/SA and total area (TA)/ reservoir storage (ST) in Korean agricultural reservoirs were relatively greater than those in natural lakes in other countries. As retention time was plotted against DA/SA ratio, it was shorter in Korean reservoirs than natural lakes. The semi-logarithmic relationship between TA/SA and t>$t_d$ was $t_d\;=\;42.21(TA/ST)^{-1}$ (n = 50, $R^2\;=\;0.89$). While areal loading of total phosphorus (TP) was below $4\;gTP{\cdot}m^{-2}{\cdot}yr^{-1}$ in general, it exceeded $10\;gTP{\cdot}m^{-2}{\cdot}yr^{-1}$ in reservoirs where DA/SA ratio was greater than 100, which implies that areal loading of TP increases as DA/SA ratio increases. Chl-a concentration was positively related with the mean depth of reservoir, implying the higher Chl-a concentration with deeper the mean depth. Therefore, the deeper reservoir might be advantageous in water quality management perspective if other morphological conditions are similar. The empirical regression equation using physical parameters was also suggested in the estimation of TP concentration in the reservoirs. Combined information presented in this paper might be applicable to the water quality management in agricultural reservoirs.

ASYMPTOTIC BEHAVIORS OF FUNDAMENTAL SOLUTION AND ITS DERIVATIVES TO FRACTIONAL DIFFUSION-WAVE EQUATIONS

  • Kim, Kyeong-Hun;Lim, Sungbin
    • Journal of the Korean Mathematical Society
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    • v.53 no.4
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    • pp.929-967
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    • 2016
  • Let p(t, x) be the fundamental solution to the problem $${\partial}^{\alpha}_tu=-(-{\Delta})^{\beta}u,\;{\alpha}{\in}(0,2),\;{\beta}{\in}(0,{\infty})$$. If ${\alpha},{\beta}{\in}(0,1)$, then the kernel p(t, x) becomes the transition density of a Levy process delayed by an inverse subordinator. In this paper we provide the asymptotic behaviors and sharp upper bounds of p(t, x) and its space and time fractional derivatives $$D^n_x(-{\Delta}_x)^{\gamma}D^{\sigma}_tI^{\delta}_tp(t,x),\;{\forall}n{\in}{\mathbb{Z}}_+,\;{\gamma}{\in}[0,{\beta}],\;{\sigma},{\delta}{\in}[0,{\infty})$$, where $D^n_x$ x is a partial derivative of order n with respect to x, $(-{\Delta}_x)^{\gamma}$ is a fractional Laplace operator and $D^{\sigma}_t$ and $I^{\delta}_t$ are Riemann-Liouville fractional derivative and integral respectively.

Absence of the TP53 Poly-A Signal Sequence Variant rs78378222 in Oral, Cervical and Breast Cancers in South India

  • Rao, Arunagiri Kuha Deva Magendhra;Vinothkumar, Vilvanathan;Revathidevi, Sundaramoorthy;Arunkumar, Ganesan;Manikandan, Mayakannan;Arun, Kanagaraj;Rajkumar, Kottayasamy Seenivasagam;Ramani, Rajendran;Ramamurthy, Rajaraman;Munirajan, Arasambattu Kannan
    • Asian Pacific Journal of Cancer Prevention
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    • v.15 no.21
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    • pp.9555-9556
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    • 2014

Somatic Mutations from Whole Exome Sequencing Analysis of the Patients with Biliary Tract Cancer

  • Yoon, Kyong-Ah;Woo, Sang Myung;Kim, Yun-Hee;Kong, Sun-Young;Han, Sung-Sik;Park, Sang-Jae;Lee, Woo Jin
    • Genomics & Informatics
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    • v.16 no.4
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    • pp.35.1-35.3
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    • 2018
  • Biliary tract cancer (BTC) is a rare cancer and is associated with a poor prognosis. To understand the genetic characteristics of BTC, we analyzed whole-exome sequencing data and identified somatic mutations in patients with BTC. Tumors and matched blood or normal samples were obtained from seven patients with cholangiocarcinoma who underwent surgical resection. We discovered inactivating mutations of tumor suppressor genes, including APC, TP53, and ARID1A, in three patients. Activating mutations of KRAS and NRAS were also identified. Our analyses identified somatic mutations in Korean patients with BTC.

한강하류의 환경학적 연구 VII. 가을철 식물플랑크톤의 대발생

  • 이진환;정승원;김상훈
    • Proceedings of the Korea Society of Environmental Biology Conference
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    • 2002.05a
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    • pp.73-73
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    • 2002
  • 본 연구는 2001년 9, 10, 11월에 2주 간격으로 6개 정점에서 한강 하류 수욕6개 정점(팔당대교-행주대교)에서 식물플랑크톤 군집과 수지로한경(수온, 염분도, pH, DO, BOD, SS, TN, TP, $NO_{3}-N$, $NH_{4}-N$, $PO_{4}-P$)을 조사하였다. 수온은 7,8월에 $24~27^{\circ}C$ 로 높았으며, BOD의 평균 농도는 정점 1과 2에서 각각 1.26mg/l, i.39mg/l이었고, 정점 3~6에서 3.52~4.01mg/l이었다. $NO_{3}-N$은 정점 1에서 6까지 평균 1.36~1.98mg/l의 범위였고, $PO_{4}-P$의 평균 농도는 BOD, $NO_{3}-N$와 마찬가지로 하류오 향할수록 높아져 정점 6에서 정점 1의 39배였다. TN은 평균 1.74~6.89mg/l, TP는 0.03~0.42mg/l의 범위였다. 한강하류의 수질은 강우에 영향이 크며, 탄천의 영향을 받는 정점 3(영동대교)에서 급격히 나빠져 성산대교까지 유지되다가 안양천의 영향을 받는 행주대교에서 최고조로 악화되는 거으로 파악되었다. 식물플랑크톤 현존량은 6월 4일 평균 $5.81\times10^{6}cells/l$로 감소하였다가 7월 13일 $28.53\times10^{6}cells/l$로 증가하였다. 7월 28일과 8월 11일에 각각 $3.07~8.34\times10^{6}cells/l$로 감소하였다가 8월25일 $24.47\times10^{6}cells/l$로 다시 증가하여 조사기간 중 항시 대발생이 유지되고 있었다. 본 수역에서 우점종은, 6월에 전 조사정점에서 Aulacoseria granulata와 Aulacoseria granulata var. angustussima, 7월에는 Aulacoseria granulata var. angustussima와 Stephanodiscus hantzschii f. tenuis와 남조류인 Anabaena sp., Oscillatoria sp.가 우점을 하였다. 8월에는 남조류인 Anabaena sp. Microcystic sp. Osillatoria sp.가 높은 비율로 우점하였다. 여름철 식물플랑크톤 대발생에 영향은 수온과 직산염이 중요하였으나, 부유물질 크게 기여하지 못하였다.

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Analysis on Heart Rate Variability (HRV) Characteristics of Patients with Insomnia during Perimenopause and Postmenopause: A Retrospective Chart Review (불면증이 동반된 여성 갱년기 환자의 심박변이도 특성 분석 : 후향적 차트리뷰)

  • Ahn, Soo-Yeon;Park, Eun-Ji;Lee, Ji-Yeon;Yoo, Jeong-Eun
    • The Journal of Korean Obstetrics and Gynecology
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    • v.30 no.3
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    • pp.54-64
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    • 2017
  • Objectives: The purpose of this study is to demonstrate Heart Rate Variability characteristics of menopausal patients with insomnia. Methods: From March 1, 2014 to June 20, 2017, Heart Rate Variability was measured in 102 menopausal patients who visited Cheonan Korean Medicine Hospital of Daejeon University. We compared accompanying symptoms and Heart Rate Variability values depending on sleep quality in menopausal women. Results: The accompanying symptoms of menopausal patients were as follows: hot flushes (45.1%), tiredness (25.49%), chest discomfort and palpitations (23.53%), headache (17.65%), arthralgia and muscular pain (17.65%), cold sensitivity of hands and feet (15.69%), urinary frequency (14.71%) and anxiety (10.78%). The frequency of chest discomfort and palpitation was significantly higher in the menopausal insomnia group than in normal sleep group. Comparing Heart Rate Variability between two groups, Standard deviation of the NN interval (SDNN), Total Power (TP), and Low Frequency (LF) values were significantly lower in insomnia group. Conclusions: Chest discomfort and palpitations were more frequent in insomnia patients in menopausal women than normal sleep group, and Standard deviation of the NN interval (SDNN), Total Power (TP), Low Frequency (LF) were significantly lower in HRV values.