• 제목/요약/키워드: Ground water levels

검색결과 202건 처리시간 0.024초

일본 츠꾸이 선상지 지하수의 질산성 질소 오염에 대한 수문지구화학적 연구 (Hydrogeochemical Environmental Research in Nitrate Contamination in Alluvial Fan Area Groundwater in Tsukui, Central Japan)

  • Okazaki, Masanori;Ham, Young-Sik
    • 생태와환경
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    • 제37권4호통권109호
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    • pp.431-435
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    • 2004
  • 이 연구는 일본의 카나가와현 츠꾸이에 위치하고 있는 선상지에서 지하수 수질을 조절하는 요인들을 평가하기 위해 질산성 질소에 의해 오염된 지하수를 수문지구화학적으로 조사하였다. 2003년 월별 지하수의 수위는 강우에 의해 크게 증감하였지만, 지하수 내의 질산성 질소 농도는 약간의 변화만을 보여주었다. 뿐만아니라 년중 대부분 지하수 수질 기준의 최고 오염 수준 $10mgL^{-1}$을 초과하였다. 2003년 1년간 지하수의 재충전량은 1,730mm(지하수 수위의 일 증가의 년간 총합인 20,056mm와 일별 감소량의 년간 총합인 18,326mm의 차이)로 나타났다. 그러나 지하수 수위의 일별 증가량의 년간 총합(20,056mm)은 년간 강우량보다 약 10배 이상 높았다. 더욱이 일별 감소량의 년간 총합(18,326mm)은 많은 양의 지하수가 질산성 질소 오염과 함께 방출되었음을 보여주었다. 상당히 높은 질산성 질소를 보유한 강우가 있은 후, 선상지를 통해 많은 양의 지하수 유출입이 관찰되었다. 결과적으로, 산림지대를 포함한 이 선상지에서는 '질소 과잉' 또는 '질소 포화' 라고 하는 상태를 반영하고 있다. 많은 양의 지하수 방출은 지표수에서 질산성 질소의 오염과 같은 환경문제를 야기할 수 있으며, 본 연구를 통해 수문지구화학적 자료가 수질관리에 유용하길 기대한다.

다슬기(Semisulcospira libertine)의 미생물 오염도 평가 및 해감 제거공정에 따른 저감화 효과 (Investigation of Microbial Contamination in Semisulcospira libertine and Evaluation of Its Reduction Effects by Sediment Removal Treatment)

  • 최만석;전은비;최승호;방현조;박신영
    • 한국식품위생안전성학회지
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    • 제34권4호
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    • pp.361-366
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    • 2019
  • 본 연구에서는 다슬기 중의 자연균총의 정량적 오염도 분석과 해감 제거 공정(지하수, 상수)에 따른 저감화 효과를 조사하였다. 다슬기 중의 일반세균, 대장균군과 대장균, 진균 및 황색포도상구균의 정량적 검출을 위해 표준평판법을 사용하여 각각 plate count agar (PCA), potato dextrose agar (PDA), 대장균군/대장균용 3M Petrifilm 및 황색포도상구균용 3M Petrifilm에 도말하여 집락을 계수하였다. 지하수와 상수 처리에 따른 이들 균의 저감화 정도 역시 동일한 방법으로 수행되었다. 다슬기 원료 중의 미생물 오염도 분석시, 일반세균, 대장균군 및 진균은 각각 6.40, 2.70 및 $6.79{\log}_{10}CFU/g$로 조사되었다. 대장균과 황색포도상구균은 검출되지 않았다 (검출 한계: < $1{\log}_{10}CFU/g$). 그러나, 지하수로 해감 제거한 다슬기의 경우, 분석된 모든 미생물의 정량적 오염도가 원료 다슬기에 비해 높게 검출되었다. 특히 원료 다슬기에서 불검출이었던 대장균도 $2.46{\log}_{10}CFU/g$ 검출되었다. 상수로 해감 제거한 다슬기의 일반세균은 유의적으로 저감화 되지 않았으며(p<0.05), 대장균군은 유의적으로 증가하는 경향을 나타내었다(p>0.05). 진균만이 약간의 저감화(0.2 log 이하)를 유의적으로 보였다(p>0.05). 본 연구결과 지하수와 상수를 이용해서 해감 제거하는 공정만으로는 다슬기의 미생물학적 안전성을 확보하기 곤란한 것으로 판단된다.

Applications of Time-Temperature Integrator (TTI) as a Quality Indicator of Grounded Pork Patty

  • Chun, Ji-Yeon;Choi, Mi-Jung;Lee, Seung Ju;Hong, Geun-Pyo
    • 한국축산식품학회지
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    • 제33권4호
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    • pp.439-447
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    • 2013
  • Time-temperature integrators (TTIs) are simple and cost-efficient tools which may be used to predict food quality. Enzymatic TTIs are devised to indicate food quality in the form of color alterations from green to red, based on the cumulative impacts of temperature and time period on the enzymatic reactions. In this study, the quality of ground beef patties was investigated for the parameters of pH levels, color, VBN, water holding capacity, and total microbial counts, depending on various storage temperatures (5, 15, and $25^{\circ}C$). TTIs were attached to the surface of the ground beef patties in order to evaluate the degree of correlating colorimetric changes with the determined quality parameters. Through the Arrhenius equation, activation energy and constant reaction rates of TTI, VBN, and total microbial counts were calculated as to observe the relationship between enzymatic reactions of the TTI and food spoilage reactions of the ground beef patties. VBN and total microbial counts were already increased to reach decomposition index (VBN: 20, total microbial count: 7-8 Log CFU/g) of meat at middle stage of storage period for each storage temperature. Although activation energy of TTI enzymatic reactions and food spoilage reactions of the ground beef patties were similar, the change of TTI color was not a coincidence for food spoilage at $5^{\circ}C$ and $15^{\circ}C$ of storage temperature. It was suggested that TTI should be designed individually for storage temperature, time, type of meat, or decomposition index of meat.

연약한 준설 매립 점성토지반의 자중압밀 과정에 관한 연구 (A Study on the Self-Weight Consolidation Procedure of Very Soft Ground Reclaimed by Dredging Clayey Soil)

  • 김형주;오근엽
    • 한국지반공학회논문집
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    • 제15권2호
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    • pp.129-138
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    • 1999
  • 본 연구는 준설매립 점성토 지반의 토질정수를 효과적으로 구할 수 있는 자중 및 침투압밀시첨 기법과 현장 모형 실험장치의 개발을 중심으로 수행되었다. 이러한 모형 실험장치와 시험기법개발은 연약한 매립 지반의 침강-자중-재하압밀 과정에 대한 재현을 가능케하였다. 이러한 실험적 연구는 준설 점성토 지반의 자중압밀특성을 중심으로 이루어졌으며, 이론적인 연구로 매립점토 지반의 압밀해석시 Terzaghi의 1차원 압밀이론의 적용한계 등을 지적하였고, 이러한 문제점을 고려한 Mikasa의 자중 압밀이론을 토대로 유한차분해석을 실시하였다. 실내시험에 의해 군산 매립점토의 토질정수로 비체적-유효응력-투수계수 관계를 구하였으며 현장 모형실험을 통하여 투입단계부터 간극수압-토압-수위관계 및 침하량 등을 측정하였다. 시험에 의해 얻어진 결과는 Terzaghi의 방법과 Mikasa 자중압밀의 차분해석에 의해 비교.분석되었으며, 실측 침하량은 Terzaghi의 이론보다 Mikasa의 자중압밀이론이 비교적 잘 일치하였다.

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제주도 주변해역의 해양환경요인과 멸치 난자치어 분포 (Environmental Factors and the Distribution of Eggs and Larvae of the Anchovy (Engraulis japonica) in the Coastal Waters of Jeju Island)

  • 고준철;유준택;노홍길
    • 한국수산과학회지
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    • 제40권6호
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    • pp.394-410
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    • 2007
  • Anchovy spawn from the end of May to mid-October, when the water temperature is $14.8-27.2\;^{\circ}C$ and the salinity is 26.0-33.6 psu. The main spawning season is between July to August, when the water temperature is $21.7-27.2\;^{\circ}C$ and the salinity is between 26.0-32.2 psu. The main spawning grounds of anchovy are coastal areas shallower than 50 m around the islands located in the Jeju Strait. Anchovy larvae are distributed near the fronts between Chuja-do, Jangsu-do, Yeoseo-do, and the open sea rather than in the spawning grounds. Anchovy eggs and larvae density increased in accordance with the high level of $Chlorophyll-{\alpha}$ during the summer season (July-August). In terms of the suspended sediment (SS) levels along the northern coast of the Jeju Strait, high densities of anchovy eggs (12.0-18.0 mg/L) were observed, mainly in the area affected by the coastal waters of the southern sea with high SS levels, while larvae (10.0-19.0 mg/L) tended to be distributed over a wide area with high SS levels, including the open sea. In terms of the dissolved oxygen (DO) content, eggs (5.4-6.8 mg/L) were observed in coastal areas with a high DO content, while larvae (4.2-6.4 mg/L) were distributed widely in areas with a relatively low DO content, from the southern coast to the open sea.

Seed extracts of a Bangladeshi medicinal plant Abrus precatorius L. show antifertility activity in female rats

  • Hannan, M.A.;Hossain, M.A.;Islam, M.T.
    • Advances in Traditional Medicine
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    • 제10권2호
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    • pp.103-110
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    • 2010
  • The seed powder of Abrus precatorius L. has traditionally been used as oral contraceptive agent by the women in some rural areas in Bangladesh. The present study aimed to examine the antifertility activity of A. precatorius seed extracts in experimental female rats. Finely ground seeds were extracted with aqueous acetone followed by successive partitioning with n-hexane, ethyl acetate (EtOAc), methanol (MeOH) and water. Water suspended crude seed powder, organic fractions of acetone extract and a standard contraceptive drug ($Nordette^{(R)}28$) were separately administered orally to the female rats for 30 days. n-Hexane, EtOAc and MeOH solubles at the doses of 2, 4 and 6 mg/rat/day, respectively and crude seed powder at 100 mg/rat/day exhibited 100% antifertility activity with lowest levels of serum luteinizing hormone (LH), follicle stimulating hormone (FSH) and $17{\beta}$-estradiol. Histological study of ovary and uterus of these rats exhibited reduced number of developing follicles and increased number of atretic follicles in the ovary, and fewer uterine glands with shrunken morphology, reduced endometrial height, poor vascularity and compact stroma in uterus. However, the activities of serum glutamate oxaloacetate transaminase and serum glutamate pyruvate transaminase and the body weight of the rats remained almost unaffected in all the seed extract treated rats compared to control. These results suggest that A. precatorius seed extracts reduced the levels of serum FSH, LH and $17{\beta}$-estradiol probably by affecting hypothalamic-pituitary-gonadal axis. The reduced levels of these hormones might have affected the oestrous cycle, follicular development, and subsequently the establishment of pregnancy in treated rats.

Durability of self compacted concrete containing slag in hot climate

  • Yahiaoui, Walid;Kenai, Said;Menadi, Belkacem;Kadri, El-Hadj
    • Advances in concrete construction
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    • 제5권3호
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    • pp.271-288
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    • 2017
  • This paper aims to investigate the effects of replacing cement with ground granulated blast furnace slag (GGBFS) in self compacting concrete in the fresh and hardened state. The performance of SCC in moderate climate is well investigated but few studies are available on the effect of hot environment. In this paper, the effect of initial water-curing period and curing conditions on the performance of SCC is reported. Cement was substituted by GGBFS by weight at two different levels of substitution (15% and 25%). Concrete specimens were stored either in a standard environment (T=$20^{\circ}C$, RH=100%) or in the open air in North Africa during the summer period (T=35 to $40^{\circ}C$; R.H=50 to 60%) after an initial humid curing period of 0, 3, 7 or 28 days. Compressive strength at 28 and 90 days, capillary absorption, sorptivity, water permeability, porosity and chloride ion penetration were investigated. The results show that the viscosity and yield stress are decreased with increasing dosage of GGBFS. The importance of humid curing in hot climates in particular when GGBFS is used is also proved. The substitution of cement by GGBFS improves SCC durability at long term. The best performances were observed in concrete specimens with 25% GGBFS and for 28 days water curing.

해수로 인한 흙-벤토나이트 혼합물의 투수계수 변화가 해수유입에 미치는 영향 (Effects of Permeability Change of Soil-Bentonite Mixture due to Seawater on Seawater Intrusion)

  • 안태봉
    • 한국지반환경공학회 논문집
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    • 제2권1호
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    • pp.81-89
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    • 2001
  • 본 연구에서는 차수벽 재료로 자주 사용되는 흙-벤토나이트 혼합물의 투수계수가 해수로 인하여 어떻게 영향을 받는지 고찰하였으며 혼합물로 축조된 가상의 제방에 해수가 침입할 때 어떻게 영향을 받는지를 고찰하였다. 유한요소법을 이용한 RFP 방법을 사용하였으며 투수계수변화를 이 해석에 도입하였다. 해석을 위하여 정상흐름상태와 비정상 흐름 상태에서 경계면을 구한 결과 투수계수변화를 고려하지 않았던 과거의 방법과 비교할 때 해수쪽으로는 낮게 담수영역에서는 경계면이 높게 나타났다.

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Disasters in eastern Japan by the 2011 off the Pacific coast of Tohoku earthquake and ensuing tsunami

  • Shiiba, Michiharu;Yoshitani, Junichi
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2011년도 학술발표회
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    • pp.7-7
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    • 2011
  • On March 11 in 2011, off the Pacific coast of Tohokua huge earthquake of Magnitude 9.0 occurred. This presentation reports the earthquake, the ensuing tsunami and the devastating damages caused by them. The epicenter was approximately 72 km east of the Oshika Peninsula of Tohoku, with the hypo-center at an underwater depth of approximately 32 km. Owing to this earthquake, strong quakes were observed in eastern Japan with the levels 6 and 7 on the Japanese scale. The earthquake triggered extremely destructive tsunami wave, which attacked the very wide range of eastern Japan coast. The earthquake and ensuing tsunami caused severe damage to levees and embankment along the coasts and rivers. Those water-related damages are reported in this presentation. The Fukushima No. 1 Nuclear Power Plant was also damaged by the earthquake and ensuing tsunami. From the crippled nuclear power plant, appreciable quantities of radioactive material were emitted to the surrounding environment. Those substances which emitted to air may fall on the ground together with raindrops and runoff to rivers. Elucidation of those processes is the task which our hydrological society should undertake.

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In-situ measurement of railway-traffic induced vibrations nearby the liquid-storage tank

  • Goktepe, Fatih;Kuyuk, Huseyin S.;Celebi, Erkan
    • Earthquakes and Structures
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    • 제12권5호
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    • pp.583-589
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    • 2017
  • In this study, result of a field investigation of railway traffic-induced vibrations is provided to examine acceptability levels of ground vibration and to evaluate the serviceability of a liquid-storage tank. Free field attenuation of the amplitudes as a function of distance is derived by six accelerometers and compared with a well-known half-space Bornitz's analytical solution which considers the loss of the amplitude of waves due to geometrical damping and material damping of Rayleigh. Bornitz's solution tends to overlap vertical free field vibration compared with in-situ measured records. The vibrations of the liquid-storage tank were compared with the USA, Federal Transportation Railroad Administration (FTA) criteria for acceptable ground-borne vibrations and with the criteria in DIN 4150-3 German standard. Comparing the thresholds stated in DIN 4150-3, absolute peak particle velocities are within the safe limits, however according to FTA velocity level at the top of the water tank exceeds the allowable limits. Furthermore, it is intended to indicate experimentally the effect of the kinematic interaction caused by the foundation of the structure on the free-field vibrations.