• Title/Summary/Keyword: surface seawater

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Fresh Water Injection Test to Mitigate Seawater Intrusion and Geophysical Monitoring in Coastal Area (해수침투 저감을 위한 담수주입시험 및 지구물리 모니터링)

  • Park, Kwon-Gyu;Shin, Je-Hyun;Hwang, Se-Ho;Park, In-Hwa
    • Geophysics and Geophysical Exploration
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    • v.10 no.4
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    • pp.353-360
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    • 2007
  • We practiced fresh water injection test to identify its applibility as a method of seawater intrusion mitigation technique, and monitored the change of borehole fluid conductivity and the behavior of injected fresh water using borehole multichannel electrical conductivity monitoring and well-logging, and DC resistivity and SP monitoring at the surface. Well-logging and multichannel EC monitoring showed the decrease of fluid conductivity due to fresh water injection. We note that such an injection effect lasts more than several month which means the applibility of fresh water injection as a seawater intrusion control technique. Although SP monitoring did not show meaningful results because of weather condition during monitoring and the defects of electrodes due to long operation time, DC resistivity monitoring showed its effectiveness and applicability as a monitoring and assessment techniques of injection test by means of imaging the behavior and the front of fresh water body in terms of the increase of resistivity with reasonable resolution. In conclusion, we note that geophysical techniques can be an effective method of monitoring and evaluation of fresh water injection test, and expect that fresh water injection may be an practical method for the mitigation of seawater intrusion when applied with optimal design of injection well distribution and injection rate based on geophysical evaluation.

Exothermic Oil Absorbent Sheet for Low-sulfur Fuel Oil (LSFO) Spilled into Seawater in the Winter Season (동절기 해상으로 유출된 저유황 중질유 제거를 위한 발열 흡착포)

  • Park, Han-gyu;Oh, Gyung-geun;Bae, Byung-Uk;Song, Young-Chae
    • Journal of Navigation and Port Research
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    • v.46 no.4
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    • pp.297-302
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    • 2022
  • An exothermic oil absorbent sheet with calcium chloride crystals can be fabricated, by dipping a clean polypropylene fabric in calcium carbonate and hydrochloric acid solution and drying it. The exothermic oil absorbent sheet applied to the seawater surface, releases heat by the dissociation of calcium chloride. The dissociation heat liquefies the solidified low-sulfur fuel oil at a low temperature, and converts it to a state at which it can be absorbed. The optimum mole concentrations of calcium carbonate and hydrochloric acid required for the exothermic oil absorbent sheet, are 0.25 M and 0.5 M, respectively. The oil absorption capacity of the exothermic oil absorbent sheet for low sulfur fuel oil depends on the seawater temperature. But, it is highly excellent at 4.5-7.08 g/g at 10℃, the average seawater temperature during the winter in Korea. The exothermic oil absorbent sheet is an excellent alternative in absorbing low-sulfur fuel oil in winter and removing it from seawater.

Penetration Properties of Airborne Chlorides on Concrete Exposed in Marine Environment (해안환경에 노출된 콘크리트의 비래염분 침투 특성)

  • Lee, Jong-Suk;An, Gi-Hong
    • Journal of the Korea Concrete Institute
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    • v.24 no.5
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    • pp.553-558
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    • 2012
  • Airborne chlorides are transported to inland by sea wind to be attached to seashore concrete structure surface then penetrated into concrete structure members. Since the surface attached chloride amount are dependent on the amount of airborne chlorides, the prediction of distribution of airborne chlorides is important information in preventing chloride corrosion problems in seashore concrete structures. The prediction of surface chloride amount from airborne chlorides environment is extremely difficult than concrete directly in contact with seawater. In addition, their penetrating tendency is different from that of concrete immersed in seawater. In this study, properties of surface and penetrated chlorides under airborne chlorides environment are investigated. Concrete specimens were manufactured and exposed to marine environment for 3 years. The specimens were analyzed at the time durations of 1, 2, and 3 years to check surface chloride amount to penetrated chloride depth. The results revealed that there were certain differences according to surface roughness of concrete and with and without washing effect due to rainfalls. The evaluation results showed that penetrated chlorides depend on amount of airborne chlorides and duration of exposure. In addition, a notable tendency of having deeper chloride penetration and higher chloride content in concrete members under long-term exposure was observed.

Transformation of Irregular Waves Propagating through Slit Caisson (슬릿 케이슨을 통과하는 불규칙파의 변형)

  • Min, Hyun-Seong;Cho, Yong-Sik
    • 한국방재학회:학술대회논문집
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    • 2007.02a
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    • pp.159-162
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    • 2007
  • The numerical efforts are presented for investigation of irregular waves passing a slit cassion and a warock block breakwater. In the numerical model, the Reynolds equations are solved by a finite difference method and $k-\varepsilon$ model is employed for the turbulence analysis. To track the free surface displacement, the volume of fluid method(VOF) is employed. Numerical predictions of reflection and transmission coefficients are compared with those of the warock block breakwater with the slit caisson. Energy dissipation and seawater exchange rates of the slit caisson are better than those of the warock block breakwater.

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Evaluation on Deterioration of Concrete Structure under Marine Environment (해양환경하에 노출된 콘크리트 구조물의 침식평가)

  • 문한영;김성수;김홍삼;이승태;권태석
    • Proceedings of the Korea Concrete Institute Conference
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    • 2000.10a
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    • pp.399-402
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    • 2000
  • When concrete structures are built in marine environment, they may be deteriorated and have the poor durability and quality caused by steel corrosion or by chemical attack of magnesium or sulfate ions. Especially, Mg ions contained in seawater make concrete surface weaken by chemical reaction with $Ca(OH)_2$ In this study, a concrete structure built in 1947 was investigated to estimate the factors, especially chemical attack, which can cause concrete to deteriorate. Furthermore, the instrumental analysis methods such as XRD and ESEM were performed to find the reactants in concrete under marine environment.

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Effects of the Oscillating Water Channel Length on the Water Surface Elevation within Seawater Exchange Breakwater (진동수로 내장 해수교환방파제의 수로길이 변화에 따른 수위공진)

  • 이달수;오영민;전인식;김창일
    • Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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    • 2003.08a
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    • pp.303-306
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    • 2003
  • 해수교환방파제 설치로 항내의 수질개선 효과를 기대하려면 방파제를 통해 항내로 순유입량이 발생되어야 한다. 순유입량이 발생되기 위해서는 방파제 전면의 최대수위 또는 평균수위가 증대되거나 방파제의 도수로 내에서 항외측으로 발생하는 흐름을 감소시켜야 한다. (중략)

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Reuse of treated wastewater from steel industry by reverse osmosis membrane: flux decline study

  • Kwon, Tea-Ouk;Lee, Jae-Wook;Moon, Il-Shik
    • Proceedings of the Membrane Society of Korea Conference
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    • 2004.05a
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    • pp.199-202
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    • 2004
  • Membrane technology is widely employed as a means of producing various qualities of water from surface water, well water, brackish water and seawater. This is also used in industrial wastewater treatment and its recycling process. A large volume of wastewater is generated by the steel industry. Presently, the treated wastewater from the steel industry cannot be recycled, because some of its components cause either direct or indirect problems.(omitted)

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Spatiotemporal Variations of Seawater Quality due to the Inflow of Discharge from Nakdong River Barrage (낙동강 하구둑 방류수에 의한 하구역 수질의 시공간적 변화)

  • Yoon, H.S.;Park, S.;Lee, I.C.;Kim, H.T.
    • Journal of the Korean Society for Marine Environment & Energy
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    • v.11 no.2
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    • pp.78-85
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    • 2008
  • We estimated the pollutant loads for the last 3 years based on the daily discharge at the Nakdong River dam(barrage) and spatiotemporal characteristics of seawater quality in the Nakdong river estuary to investigate the correlation between the pollutant load inflow rate and seawater quality. The main results from this research are summarized as follows. (1) The total discharge at the Nakdong River dam dam the last 11 years has been $224,576.8{\times}10^6m^3/day$. The discharge figures show that the maximum discharge occurs in August with $52,634.2{\times}10^6 m^3/day$ (23.4% of the year's volume), followed by July and Sep. in that order with 23.1 and 17%, respectively. (2) The pollutant load influx from the Nakdong River dam was composed of 307,591.3COD-kg/day, 128.746.1 TN-kg/day, and 107,625.8 TP-kg/day. (3) The surface temperature in the Nakdong River estuary was about $2.137^{\circ}C$ higher than that of the lower layer. The salinity of the lower layer was 2.209%o higher than that of the ocean surface. The salinity of the ocean surface decreased by up to 19.593%o due to the inflow of the discharge at the Nakdong River dam. (4) DO, COD, TN, and SS concentration levels tended to be higher at the ocean surface than in lower layers, whereas the reverse was true for TP. (5) The water mass at the ocean's surface and in the lower layers during the drought and flood seasons tended to be separated by the difference in densities due to the freshwater inflow.

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Conditioning of Manila clam Ruditapes philippinarum (Adams & Reeve, 1850) using recirculation system: I. Induction of the gametogenesis using water temperature elevation (순환여과시스템을 이용한 바지락 Ruditapes philippinarum (Adams & Reeve, 1850) 의 번식 생리에 관한 연구: I. 가온에 의한 성 성숙 유도)

  • Lee, Hee-Jung;Park, Kyung-Il;Choi, Kwang-Sik
    • The Korean Journal of Malacology
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    • v.30 no.2
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    • pp.127-134
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    • 2014
  • Gonad maturation of Manila clam, Ruditapes philippinarum was induced in this study using a recirculation system over 8 weeks in early spring. Clams used in the experiment were collected in $15^{th}$ April 2010 from the west coast of Korea, as the surface water temperature remained $11^{\circ}C$. To induce gametogenesis and subsequent maturation seawater temperature was elevated $1^{\circ}C$ per day over 10 days to reach $20^{\circ}C$. For the experiment, clams were raised in 120 L quadrangle tank maintained with re-circulated seawater system over 57 days. Water quality parameters including the water temperature, salinity dissolved oxygen, ammonium ion and nitrate levels in the tanks were monitored daily. Mixture of concentrated microalgae including Tetraselmis, Isochrysis, Pavlova and Thalassiosira weissflogii was supplied to clams twice a day, and quantity of the daily ration was adjusted as 3% of clam body dry weight. Histology was applied to examine gonad maturation. Daily monitoring of the water quality parameters indicated that the recirculation system supplied suitable environment to Manila clam; the nitrogenous components stayed below toxic levels (< 0.2 mg/L). At the beginning of the study, clams were mostly in early developing stage. As the seawater temperature reached $20^{\circ}C$, 10 days after the experiment, 20% of clams reached late development at 12 days. First ripe clams were observed at 42 days and 40% of clams were in ripe and ready for spawning at the end of study, 57 days after the experiment. In this study, gametogenesis of Manila clam was successfully induced by elevating water temperature and supplying commercially produced microalgae in a recirculation tank system.