• Title/Summary/Keyword: experimental basin

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Experimental Analysis of Interactions Among Saprotrophic Fungi from A Phosphorous-Poor Desert Oasis in the Chihuahuan Desert

  • Marini-Macouzet, Constanza;Munoz, Luis;Gonzalez-Rubio, Aldo;Eguiarte, Luis E.;Souza, Valeria;Velez, Patricia
    • Mycobiology
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    • v.48 no.5
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    • pp.410-417
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    • 2020
  • Fungal ecological interactions play a key role in structuring community assemblages. These associations may involve both antagonistic and synergistic relationships, which are commonly influenced by abiotic factors such as nutrient conditions. However, information for extreme, oligotrophic systems remain poor. Herein, interactions among key members of the aquatic transient fungal community (Aspergillus niger, Cladosporium sp., and Coprinellus micaceus) of a low-nutrient freshwater system in the Cuatro Ci enegas Basin, Mexico were studied. Pairwise interaction bioassays were explored in vitro under different nutrient conditions, including carbohydrates-rich, carbohydrates and amino peptides-rich, and low nutrients. Our results indicated that antagonistic patterns prevail among the studied taxa. However, nutrient-dependent changes were observed in Cladosporium sp. shifting to synergy under carbohydrates-rich conditions, suggesting changes in the fungal community composition as a result of nutrient enrichment. Remarkably, our findings contrast with previous work demonstrating mainly synergistic interactions between our tested fungal isolates and co-occurring autochthonous bacteria (Aeromonas spp. and Vibrio sp.) under low-nutrient conditions. This observation may indicate that bacteria and fungi exhibit distinct community-level responses, driven by nutrient conditions. This contributes to the knowledge of fungal community dynamics and interspecific interactions in an oligotrophic ecosystem, highlighting the relevance of nutrient-based shifts and antagonistic interactions in ecosystem dynamics.

Evapotranspiration Estimation by The Eddy-Covariance in The Yongdam Dam Experimental Basin (에디공분산 관측시스템을 이용한 용담댐 시험유역 증발산량 산정연구)

  • Kim, Yong-Kuk;Lee, Hyun-Seok;Chae, Hyo-Seok;Kim, Young-Sung
    • Proceedings of the Korea Water Resources Association Conference
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    • 2012.05a
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    • pp.274-274
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    • 2012
  • 증발산량 관측은 오랜 기간 연구되어 왔으며, 미기상 관측 시스템의 최적화와 상호 공동비교 실험 및 자료 처리의 일관성을 유지를 위해 한국에는 KoFlux라고 하는 플럭스 네트워크가 2002년 1월에 구축되었다. 이를 시작으로 미기상 관측에 대한 관심이 많은 연구자들이 관측망 구축에 힘쓰고 있으며, 에디공분산 방법을 이용해 증발산량을 산정하고 있다. 에디 공분산 방법은 다른 방법에 비해 연직농도 차이가 적은 산림 위에서의 플럭스 값을 측정 할 수 있으며, 측정 시 식물 환경에 방해를 주지 않는 등의 장점이 있다. 하지만 자료 처리와 품질관리에 있어 연구자의 주관성에 의해 상당 부분 불확실성을 초래한다. 또한 다른 관측지점과의 일관적인 비교를 위해 좌표보정을 수행하며, 일반적으로 바람이 평평한 지역 위로 분다는 가정 하에 이루어진다. 좌표보정은 일반적으로 Planar Fit Rotation방법을 사용하며, 평판 분할은 지형에 따라 12개까지 분할하여 분석한다. 하지만 덕유산 플럭스관측 타워지점처럼 산지 특성이 뚜렷하고 1 m/s이하의 풍속 데이터의 빈도가 큰 경우 평판 분할 수의 제한이 발생한다. 이러한 문제를 해결하기 위해 좌표보정계수산정 방법에 따라 등간격의 평판분할 방법(Scenario A), 주풍향을 고려한 평판분할 방법(Scenario B)과 빈도에 의한 평판분할방법(Scenario C)으로 수행하였다. 또한 각 Scenario는 풍속의 제한 조건에 따라 CASE A(0.5 m/s 이상), CASE B(1.0 m/s이상)로 구분하여 분석하였다. 본 연구를 통해 제안 한 자료처리 절차는 첫째, 바람자료의 빈도 분석을 통한 지역특성 파악 둘째, 풍속제한 조건 설정 셋째, 바람과 수증기의 공분산 계산으로 요약된다. 덕유산 플럭스관측 타워지점의 경우 풍속 제한을 1.0 m/s이상에서 0.5 m/s이상으로 하향 조정하였으며, 평판 분할 방법은 Scenario C의 평판 수 12개를 채택하였다.

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Comparison of yearly Water Surface Evaporation in The Yongdam Dam Experimental Basin (용담댐시험유역에서의 연도별 수면증발량 비교)

  • Kim, Yong Kuk;Yoon, Tae Seong;Cho, Hyoung Jin;Lee, Hyun Seok
    • Proceedings of the Korea Water Resources Association Conference
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    • 2017.05a
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    • pp.397-397
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    • 2017
  • 수면증발량은 수자원 계획 및 활용에 있어 매우 중요한 요소이다. 하지만, 현재 수면증발량관측 지점은 용담댐, 안동댐뿐이다. 이중 장기간 관측 자료가 축적된 용담댐 지점을 대상으로 연도별 수면증발량 관측 자료를 비교 검토 하고자한다. 용담댐에 부착되어 있는 수면증발량계는 0.03 mm 분해능을 가지는 부력식 수위계(BYL-EV250, 대한민국)를 사용하고 있으며, 2014 년도 2 월부터 17 년 현재까지 관측을 하고 있다. 관측 자료로 보았을 때, '14년도 가장 많은 증발량이 발생된 달은 9월(102.63 mm/month), 적은 달은 2월(22.99 mm/month) 이였으며, '15, '16년는 각각 100.91 mm/month, 114.38 mm/month로 8월이 높고, 29.11 mm/month, 25.83 mm/month로 2월이 가장 적었다. 아래 표는 14~16년도 월평균 일 증발량 및 총 수면증발량을 나타낸 것이다. 월별 일평균 증발량을 비교한 결과 0.92~3.08 mm/day로 나타났으며, 5월부터 10월까지 많은 량(약 2.9 mm/day)이 증발되는 것으로 나타났다. 연도별 월평균 일 증발량은 9 월이 3.08 mm/day 로 증발량이 많고, 2 월이 0.92 mm/day로 적은 증발량의 관측이 되었다. 총 수면증발량은 8 월이 92.73 mm/month 으로 증발량이 가장 높았으며, 2 월이 25.97 mm/month 로 가장 적은 증발량이 관측되었다. 저수지 수면에서의 증발은 풍속, 수온, 대기온도, 일사량 등에 영향을 많이 받음에 따라 수온이 가장 낮은 2월에 증발량이 가장 적게 나타난 것으로 판단된다.

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Comparative Experimental Study on Sloshing Impact Loads of LNG Cargoes in Membrane Containment System of 160K LNGC (160K LNGC 멤브레인 화물창에 작용하는 슬로싱 충격 하중에 대한 비교 실험 연구)

  • Kwon, Chang Seop;Lee, Young Jin;Kim, Hyun Joe;Lee, Dong Yeon
    • Journal of the Society of Naval Architects of Korea
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    • v.56 no.2
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    • pp.103-108
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    • 2019
  • A new state-of-the-art sloshing research equipment has developed to perform the model test of LNG tanks for the safer design of LNG cargo containment system in violent sloshing phenomena. This sloshing test system has developed by the Samsung Ship Model Basin (SSMB) and thoroughly verified. The accuracy of the motion of hexapods equipment for the excitation of a model tank has been verified. The maximum displacement in six degrees of freedom, harmonic motions of various frequencies, and irregular motions in wave conditions are measured and compared with input signals. In order to confirm the reliability of the post-processing program for measured impact pressure, the post-processed results were compared with those of the reference institute. A benchmarking sloshing test using 1/50 scale model of 160K LNGC tank was conducted for the verification of the whole testing system. The partial filing levels were considered. As a result of the experiment, it is confirmed that the results are in good agreement with those of the reference institute.

Experimental Study on Estimation of Roll Damping for Various Midship Sections (중앙 단면 형상에 따른 횡동요 감쇠 추정 실험 연구)

  • Park, Byeongwon;Jung, Dong Woo;Jung, Jaesag;Park, Inbo;Cho, Seok-Kyu;Sung, Hong Gun
    • Journal of Ocean Engineering and Technology
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    • v.33 no.4
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    • pp.322-329
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    • 2019
  • The magnitude of the roll motion of a floating structure depends on the roll damping acting on the body. In other words, the roll damping of a floating structure must be accurately obtained in order to precisely evaluate the roll motion. Various methods are used to evaluate the roll damping of a floating structure, such as the linear potential theory, computational fluid dynamics (CFD), and model tests. However, it is difficult to evaluate the roll motion of a floating structure with appendages such as a bilge keel and riser slot due to the limitation of ignoring the viscous effects in the linear potential theory. Among these methods, a model test based on a free decay test and harmonic excited roll motion (HERM) is known to be the most reliable method to estimate the roll damping of the floating structures. In this study, model tests using free decay and HERM techniques were performed in the Ocean Engineering Basin (OEB) of KRISO with various types of midship sections. The roll damping results were estimated based on post-processing methods using both techniques, and the roll damping results were compared.

Automation Survey Device of Water Surface Evaporation in The Yongdam Dam Experimental Basin (용담댐시험유역에서의 수면증발량 자동관측)

  • Lee, Hyun Seok;Kim, Yong Kuk;Cho, Hyoung Jin;Chae, Won Ki
    • Proceedings of the Korea Water Resources Association Conference
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    • 2015.05a
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    • pp.541-541
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    • 2015
  • 댐 물수지 분석에 있어 매우 중요한 요소는 강수량, 유입 방류량, 토양수분량, 증발산량 등이 있다. 현재 육지에서의 증발산량은 대부분 에디공분산시스템에 의해 관측되고 있으며, 많은 전문가들이 양질의 자료를 산출하고 있다. 하지만 수면에서의 증발량관측은 아직 부족한 상황이다. 우리나라는 기후특성상 여름철에 강우가 집중됨에 따라 효율적인 댐 관리가 매우 중요하다. 댐관리의 주요 인자인 수면증발량은 현재 용담댐에서만 이루어지고 있다. 용담댐의 수면증발량 관측은 2013년부터 수행되고 있고, 수면위에 플랫폼을 설치하고 팬 내부에 수심이 1 m인 대형증발팬을 고정하는 방식을 취하고 있으며, 관측된 수위자료는 호내 수온을 고려하여 수면증발량으로 환산된다. 관측항목으로는 팬 내 외부 및 저수지 표층 수온, 팬 내부 정밀 수위뿐만 아니라 다양한 기상요소들이 있다. 2013년에 생산한 수면증발량은 풍향풍속, 수온, 상대습도, 복사량, 강수량 자료를 통해 정확도를 검증하였으며, Penman(1984)공식을 활용하여 실측 수면증발량과 추정 수면증발량을 비교 분석하였다. 본 연구는 용담호에서 자동 관측되고 있는 수위변동 자료를 활용해 수면에서의 증발량을 분석하였다. 2014년 3월부터 2015년 2월까지의 자료를 활용하였으며, 관측기간 중 최대 일증발량은 9.7 mm/day, 월 최대 일평균증발량은 3.5 mm/month(10월)로 나타났다. 수면에서 가장 많은 증발량이 나타난 시기는 10월 (증발량 : 107.6 mm, 강수량 : 122.9 mm)로 강수량의 약 88 %가 증발되었음을 알 수 있었다. 그 다음으로는 9월과 5월 순이었다. 증발량이 가장 많다고 예상되었던 7월과 8월의 경우는 각각 18일과 21일간 강수가 발생하였으므로 대기 중의 높은 습도로 인해 증발량이 크지 않았다. 결론적으로 수면에서의 증발량이 기상환경에 의존하고 있다는 사실은 명백하다. 그러므로 효율적인 수자원관리를 위해서는 다양한 지점에서의 수면증발 관측 및 기상요소와의 상관 성분석이 시급하다고 판단된다.

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Development of Ice Load Generation Module to Evaluate Station-Keeping Performance for Arctic Floating Structures in Time Domain

  • Kang, Hyun Hwa;Lee, Dae-Soo;Lim, Ji-Su;Lee, Seung Jae;Jang, Jinho;Jung, Kwang Hyo;Lee, Jaeyong
    • Journal of Ocean Engineering and Technology
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    • v.34 no.6
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    • pp.394-405
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    • 2020
  • To assess the station-keeping performance of floating structures in the Arctic region, the ice load should be considered along with other environmental loads induced by waves, wind, and currents. However, present methods for performance evaluation in the time domain are not effective in terms of time and cost. An ice load generation module is proposed based on the experimental data measured at the KRISO ice model basin. The developed module was applied to a time domain simulation. Using the results of a captive model test conducted in multiple directions, the statistical characteristics of ice loads were analyzed and processed so that an ice load corresponding to an arbitrary angle of the structure could be generated. The developed module is connected to commercial dynamic analysis software (OrcaFlex) as an external force input. Station-keeping simulation in the time domain was conducted for the same floating structure used in the model test. The mooring system was modeled and included to reflect the designed operation scenario. Simulation results show the effectiveness of the proposed ice generation module and its application to station-keeping performance evaluation. Considering the generated ice load, the designed structure can maintain a heading angle relative to ice up to 4°. Station-keeping performance is enhanced as the heading angle conforms to the drift direction. It is expected that the developed module will be used as a platform to verify station-keeping algorithms for Arctic floating structures with a dynamic positioning system.

Comparison of Numerical Analyses and Model Test for Evaluation on Hydroelastic and Higher-order Springing Responses of Fixed Cylindrical Structure

  • Kim, Hyun-Sung;Won, Younguk;Oh, Young Jae;Lee, Kangsu;Kim, Byoung Wan
    • Journal of Ocean Engineering and Technology
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    • v.35 no.3
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    • pp.191-202
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    • 2021
  • Studies on very large offshore structures are increasing owing to the development of deep sea, large-scale energy generation using ocean resources, and so on. The enlargement of offshore structures makes the hydroelastic effect and low natural frequency related responses important. Numerical analyses and model tests for hydroelastic and higher-order springing responses of fixed cylindrical structures are conducted in this study. The panel methods with and without the hydroelastic effect with shell elements, and the Morison analysis method with beam elements are applied. To observe the hydroelastic effect for structural strength, two structures are considered: bottom-fixed cylindrical structures with high and low bending stiffnesses, respectively. The surge motions at the top of the structure and bending stresses on the structure are observed under regular and irregular wave conditions. The regular wave conditions are generated considering the ratios of the cylindrical outer diameter to the wave lengths, and keeping the wave steepness constant. The model tests are performed in the three-dimensional ocean engineering basin in the KRISO (Korea Research Institute of Ships and Ocean Engineering). From the numerical and experimental results, in which the hydroelastic responses are only observed in the case of the structure with a low bending stiffness, it is confirmed that the hydroelastic responses are highly dependent on the structural stiffness. Additionally, the higher-order phenomenon on the specified wave condition is analyzed by observing the higher-order springing responses when the incident wave frequency or its multiples with the high wave height coincides with the natural frequency of the structure.

Velocity-effective stress response of $CO_2$-saturated sandstones ($CO_2$로 포화된 사암의 속도-유효응력 반응)

  • Siggins, Anthony F.
    • Geophysics and Geophysical Exploration
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    • v.9 no.1
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    • pp.60-66
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    • 2006
  • Three differing sandstones, two synthetic and one field sample, have been tested ultrasonically under a range of confining pressures and pore pressures representative of in-situ reservoir pressures. These sandstones include: a synthetic sandstone with calcite intergranular cement produced using the CSIRO Calcite In-situ Precipitation Process (CIPS); a synthetic sandstone with silica intergranular cement; and a core sample from the Otway Basin Waarre Formation, Boggy Creek 1 well, from the target lithology for a trial $CO_2$ pilot project. Initial testing was carried on the cores at "room-dried" conditions, with confining pressures up to 65 MPa in steps of 5 MPa. All cores were then flooded with $CO_2$, initially in the gas phase at 6 MPa, $22^{\circ}C$, then with liquid-phase $CO_2$ at a temperature of $22^{\circ}C$ and pressures from 7 MPa to 17 MPa in steps of 5 MPa. Confining pressures varied from 10 MPa to 65 MPa. Ultrasonic waveforms for both P- and S-waves were recorded at each effective pressure increment. Velocity versus effective pressure responses were calculated from the experimental data for both P- and S-waves. Attenuations $(1/Q_p)$ were calculated from the waveform data using spectral ratio methods. Theoretical calculations of velocity as a function of effective pressure for each sandstone were made using the $CO_2$ pressure-density and $CO_2$ bulk modulus-pressure phase diagrams and Gassmann effective medium theory. Flooding the cores with gaseous phase $CO_2$ produced negligible change in velocity-effective stress relationships compared to the dry state (air saturated). Flooding with liquid-phase $CO_2$ at various pore pressures lowered velocities by approximately 8% on average compared to the air-saturated state. Attenuations increased with liquid-phase $CO_2$ flooding compared to the air-saturated case. Experimental data agreed with the Gassmann calculations at high effective pressures. The "critical" effective pressure, at which agreement with theory occurred, varied with sandstone type. Discrepancies are thought to be due to differing micro-crack populations in the microstructure of each sandstone type. The agreement with theory at high effective pressures is significant and gives some confidence in predicting seismic behaviour under field conditions when $CO_2$ is injected.

Experimental and epidemiological studies on the life cycle of Echinostoma hortense Asada, 1926(Trematoda: Echinostomatidae) (남한강류역(南漢江流域)의 호르텐스극구흡충(棘口吸蟲) 감염실태(感染實態)와 생활사(生活史)에 관(關)한 연구(硏究))

  • Ahn, Yung-Kyum;Ryang, Yong-Suk
    • Parasites, Hosts and Diseases
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    • v.24 no.2
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    • pp.121-136
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    • 1986
  • Recently there have been some reports on human infections of Echinostoma hortense in Korea. It was found that a few species of freshwater fishes were playing the role of the second intermediate host of E. hortense. However, molluscan intermediate host has not been identified yet in Korea. The present study aimed to establish the life cycle of E. hortense in laboratory. Experimental studies such as egg production from the rat, development of the eggs in vitro, exposure of miracidia to freshwater snails, shedding pattern of cercariae from infected snails, morphology of cercariae, cercarial infection to the second intermediate host and infection of metacercariae to the definitive hosts were done. In addition, epidemiological surveys on the infection status in inhabitants and house rats, and on the natural infection of larval echinostomes in the snails and fishes were carried out along the South Hangang-river. The results obtained were as follows: 1. The eggs deposited from adults in physiological saline were cultivated at room temperature($20{\sim}24^{\circ}C$). The miracidia were firstly observed on 8 days after cultivation, and 85.5% of the eggs contained the mature miracidia on 11 days after cultivation. More than 90% formed the miracidia when cultivated at temperature $22{\sim}27^{\circ}C$. Hatching of the miracidia began on 12 days after cultivation and continued for a week. The size of the miracidia was $103.0{{\times}}51.4{\mu}m$ in average. The motility of the miracidia were active up to 8 hours after shedding, but they were all dead within 10 hours after shedding. 2. A freshwater snail, Radix auricularia coreana was cultivated in aquaria. A hatched $F_1$ snails from the egg masses were exposed to 20 miracidia respectively. Escape of cercariae started on 15 days after infecton. Radix auricularia coreana was experimentally identified as the first intermediate host of E. hortense in Korea. 3. Cercarial shedding started on $15{\sim}20$ days after infection by snail, continued for about 10 days (8.8 days in average). Infected snails were dead within 32 days after the miracidial infection. About 1,335 cercariae($328{\sim}1,994$) per snail were shed in its life, and 119 cercariae in average per snail per day were shed. The cercariae were motile for more than 24 hours, and then squirming at the bottom until death. The body and tail sizes of cercariae were $356{\times}186{\mu}m$ and $510{\times}68{\mu}m$ in average, respectively. The rediae parasitized in the snail hosts were found mainly around the pericardial regions, and their size was $1,575{\times}258{\mu}m$ in average. The numbers of developing cercariae in a mature redia were 14 in average ($7{\sim}20$ in range). The numbers of rediae in a snail were 102 in average on 15 days after miracidial infection and 221 in average on 28 days. 4. Three uninfected Misgurnus anguillicaudatus, less than 6.5cm long were used in for the cercarial infection. They were all exposed with 755 cercariae, and examined at 5-day intervals starting from 10 days after infection. All the fishes were infected with metacercariae of E. hortense and a total of 275 was found infected(36.4%). The metacercariae were fed to rats and the adult worms were obtained on 15 days after infection. 5. The infected rats began to deposit the eggs on 11 days after infection. The number of eggs deposited per day per worm (EPD/worm) was $400{\sim}500$ on 3 weeks after infection and was increased to $1,000{\sim}1,500$ on 4 to 17 weeks, then decreased to 800 on 21 weeks after infection. 6. A total of 745 stool specimens collected from 576 male and 169 female residents of 8 different villages along South Hangang basin was examined. Out of 745 specimens, the eggs of Echinostoma sp. were found in 2 cases (0.3%). Of 34 house rats one showed egg-positive (2.9%). 7. Total 971 Radix auricularia coreana collected from 7 sampling stations were examined for shedding of cercariae. Three snails (0.3%) shed the cercariae of E. hortense. A total of 119 out of 542 freshwater fishes (22.0%) had the metacercariae of E. hortense. The fishes parasitized with the metacercariae were 4 out of 14 examined species. The infection rates of 4 species were 34.1% (106 out of 311) in Misgurnus anguillicaudatus, 30.4% (7 out of 23) in Misgurnus mizolepis, 4.3% (2 out of 46) in Moroco oxycephalus and 22.2% (4 out of 18) in Odontobutis obscura interrupta. In summarizing the above results, the first intermediate host of E. hortense was found as Radix auricularia coreana in Korea. Also, it took about 46 days for the shortest completion of a life cycle of E. hortense in summer; that is, 10 days for miracidial development in eggs, 15 days for cercarial development in the snail, about 10 days for metacercarial development in the second intermediate hosts, and 11 days for the maturation as the adults in the definitive hosts. The natural infection rates of E. hortense in the intermediate hosts were relatively high but those in the definitive hosts were low in the middle areas of South Hangang basin.

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