• Title/Summary/Keyword: 침강속도

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A Basic Study on the Removal of Iron Ion in Waste Water by the Precipitation Method (침전법에 의한 폐수중의 철이온 제거에 관한 기초 연구)

  • 강동현;김형석;조동성
    • Resources Recycling
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    • v.2 no.2
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    • pp.16-21
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    • 1993
  • This study was carried out to investigate the settling characteristics of Fe(II) and Fe(III) hydroxide precipitates formed by pH adjustment of aqueous solution to remove ferrous and ferric ion in waste water. The results obstained in this study are as fellows : The settling rate was effectively increased with increasing the pH values of aqueous solution regulated by CaO and with increasing the amount of flocculant, on the other hand, application of excess flocculants decreased the settling rate. It is desirable that the concentration of iron ion is kept under $10^{-2}$ mol/ㅣ because the settling rate was decreased with increasing the concentration of iron hydroxide precipitates.

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Floc Property of Yeongsan Cohesive Bed Sediment with Respect to Salinity and Sediment Concentration (점착성 퇴적물의 염분과 퇴적물농도에 따른 플럭 특성: 플럭카메라를 이용한 실험연구)

  • Shin, Hyun-Jung;Smith, S. Jarrell;Lee, Guan-Hong
    • The Sea:JOURNAL OF THE KOREAN SOCIETY OF OCEANOGRAPHY
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    • v.18 no.3
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    • pp.122-130
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    • 2013
  • To examine floc characteristics of cohesive bed sediment of the Yeongsan River estuary, a floc camera system has been developed and utilized to observe flocs under varying conditions. In order to validate the floc camera system, sand particles were passed through 88-125 and $63-88{\mu}m$ sieves and observed within the laboratory. Mean grain size and settling velocities were found to be 102 and $56.2{\mu}m$ and 6.7 and 5.9 mm/s, respectively. Artifacts of particles estimated outside of the sieve range are attributed to being imaged out of the depth of focus. However, as mean grain size and settling velocity of each size class were within the confidence interval, the floc camera system was confidently used to examine cohesive bed sediments of Yeongsan River estuary. The bed sediment sample was prepared with a concentration of 0.1 g/L in 0 psu deionized water. The mean grain size, settling velocity and fractal dimension of flocs were $40.6{\pm}0.66{\mu}m$, 14 mm/s, and 2.86, respectively. Experiments were also conducted using different salinities (10 and 34 psu) and sediment concentrations (0.1 and 0.3 g/L). Despite changing these parameters, the mean observed grain size and settling velocities were found to be the same within the error range of the system. The relatively higher values of settling velocity and fractal dimension are considered a result of the sediment containing relatively small concentrations of organic matter. Moreover, consistent floc size over various grain sizes and concentrations may be the result of insufficient turbulence to aggregate flocs.

Modelling of Excess Pore Pressure Dissipation After Liquefaction (액상화 발생후 과잉간극수압 소산 모델링)

  • 김명모;박영호
    • Journal of the Korean Geotechnical Society
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    • v.17 no.4
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    • pp.39-48
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    • 2001
  • 액상화 발생후 과잉간극수압 소산 특성을 파악하기 위하여 포화된 수평 모래지반에 대하여 1-g 진동대시험을 수행하였다. 진동대시험에는 주문진 표준사와 영종도 세사를 사용하였으며 상대밀도를 dir 20~30% 사이가 되도록 조성하였다. 간극수압계, 가속도계 그리고 LVDT 등으로 시험중의 지반거동을 계측하였으며, 4Hz의 sine 파를 0.15g에서 5초간 5회 반복하여 작용시켰다. 진동대시험을 분석한 결과 액상화 발생후 과잉간극수압의 소산속도는 그 지반의 투수성뿐 아니라 과잉간극수압 소산시 입자의 침강거리와 직접 관련이 있는 지반의 침하량에도 크게 영향을 받는 것으로 나타났으며, 이 과정을 침강모래 이론으로 모델링하였을 때 입자의 침강속도와 투수계수 사이의 비례 관계는 침강모래 이론에서의 가정한 것과는 달리 모래의 종류에 따라 차이를 나타내었다. 또한 Terzaghi의 압밀이론으로는 액상화 후 과잉간극수압의 소산과정을 적절히 모사할 수 없었다.

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An Experimental Study on Engineering Characteristics of Wet Dredged Soil and Dry Dredged Soil after Chemical Treatment (습윤준설토와 노건조준설토의 약품처리 후 공학적 특성에 관한 실험적 연구)

  • Chang, Yongchai;Park, Kiyoun;Park, Jongcheol;Lee, Ingyu
    • Journal of the Korean GEO-environmental Society
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    • v.13 no.3
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    • pp.71-76
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    • 2012
  • Since sediment in a stable state is disturbed during the process from sediment in a natural state to dredged soil, the turbidity of water is not good. When the dredged soil settles again, the volume change in the sediment occurs. Coagulant and flocculant are added for turbidity mitigation of the water and faster settling process of suspended solid, and the amount of the substances affects the characteristics of the dredged soil. This study is to investigate the characteristics of the dredged soil depending on the amount of three chemical products added to the wet dredged soil and the dry dredged soil through measuring the suspended solids (SS), volume change and sedimentation velocity. The experimental measurements show that the SS decreased, the volume change rate increased, and the sedimentation velocity increased, as the chemical amount increased. In addition, it was found that the dry dredged soil reacted even with little quantity of the chemicals because derelict and microorganism are removed due to the drying process at $100{\pm}5^{\circ}C$.

An experimental study on drifting and sinkage of marine debris (해양쓰레기의 부유 및 침강에 관한 실험연구)

  • Song Museok;Lee Junemok;Lee Moonjin;Yu Jeongseok
    • Journal of the Korean Society for Marine Environment & Energy
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    • v.4 no.1
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    • pp.47-62
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    • 2001
  • An experimental study was peformed to provide the numerical models to predict the physical fate of marine debris with the key information concerning their trifling and sinkage on the sea. For hygroscopic materials their floating times in a pseudo ocean environment were measured, and for non-hygroscopic objects their drifting limes in a certain wave condition were measured. For sinking materials or objects became to be sinkable free falling experiment was performed to evaluate their falling speed. Summarized information was condensed into a numerical model to predict the most possible region of a significant marine debris accumulation, and the seas connected to the Han river and the Nak-Dong river were considered for the simulation.

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Feasibility of Activated-Carbon Adsorbent to Sequester Sunken Hazardous and Noxious Substances (HNS) (흡착제를 이용한 침강 HNS 처리 및 현장적용 가능성 연구 - 현장 처리를 위한 활성탄소 활용 조건 검토 및 제안 -)

  • Choi, Ki-young;Kim, Chang-joon;Kim, Hye-eun;Jung, Jun-mo;Hwang, Ho-jin;Lee, Moonjin
    • Journal of the Korean Society of Marine Environment & Safety
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    • v.26 no.7
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    • pp.858-863
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    • 2020
  • We experimented with the particle-settling velocity and CHCl3 absorption efficiency of seven activated-carbon and analyzed seven heavy metal contents by elution for application to the field treatment of sunken HNS on the marine seabed. The mean particle-settling velocity was in the range 0.5-8 cm/s, except when the 8-20 mesh was used. The larger the HNS particle, the faster the particle-settling velocity was, and the CHCl3 absorption efficiency increased considerably owing to the larger surface area. In addition, the elution test results showed that the total Zn and As contents in >100-meshed activated carbon was higher than the contents criteria for the standard for water-treatment agents, and Cr, Zn, and As were released at higher concentrations than those released by other activated-carbon groups. Taken together, the CHCl3 absorption efficiency, settling velocity, and elution test results suggested that the 20-60, 20-40, and 2mm&down mesh activated-carbon adsorbents could be applied to the field treatment of HNSs and that the minimum required amount for field treatment were 0.82, 0.90, and 1.28 ton/㎘, respectively, as calculated based on the HNS-adsorption-capacity priority.

An Experimental Research About Settling and Consolidation Characteristic of Dredged Soil in West Coast (서해안 준설토의 침강압밀특성에 관한 실험적 연구)

  • Lee, Seung-Ho;Lee, Jeong-Hak
    • Journal of the Korean GEO-environmental Society
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    • v.12 no.5
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    • pp.29-36
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    • 2011
  • In this study, settling experiment was performed about cohesive and sandy soils among representative sample expected to dredge and dump for analysis of settling and consolidation characteristic. The analysis showed the definite difference between cohesive soils and sandy soils of relationships with settling and consolidation coefficient, a water content, interfacial heights. But directly after a dredged reclamation, prediction results about a initial volume change showed that cohesive soil of a water content change was decreased rapidly as time goes by, but sandy soils made no difference in a water content change. Results were compared and analyzed with the settling and consolidation coefficient and a initial settling velocity by real soil amounts for a feasibility check about test conditions applied to these experiment: we judge that test conditions are appropriate, each material by such these analyses suggests the scope of settling and consolidation coefficient, average and the representative relational formula.

A Study on the Electrokinetic Acceleration of Clayey Particles Settling in Suspension (동전기에 의한 점토슬러리의 침강 촉진에 관한 연구)

  • Kim, Dae-Ho;Lee, MyungHo;Kim, Soo Sam
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.30 no.1C
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    • pp.1-5
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    • 2010
  • The river maintenance processing has revealed that the river beds in Korea have been significantly polluted in various ways for the last two decades. Thus, the dredging, transportation and landfilling of these contaminated materials are attracting public attention these days. In this study, electrokinetic method was applied in order to accelerate the settling processes of clay particles in suspension and evaluate the factors affecting the settling behaviour. It has been found from the testing results that the settling velocity under the influence of electrokinetics was much faster than the gravitational one, and the water content of slurry soil reduced significantly after the electrokinetic processing. The initial water content of slurry soil should be one of the important factors affecting the settling behaviour as well as variation of water content, and hence the electrokinetic processing would be the cost-effective method for the field application.

Settling of SiC Particlesin the Al-Si/${SiC}_{p}$ Composite Melts (Al-Si/$\{SiC}_{p}$ 복합재료 용탕에서 SiC 입자의 침강)

  • Kim, Jong-Chan;Gwon, Hyeok-Mu
    • Korean Journal of Materials Research
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    • v.7 no.2
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    • pp.145-151
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    • 1997
  • Remelting of $A-Si/SiC_{p}$ composites followed by isothermal holding and solidification, leads ro the settling of Sic particles to the bottom of the mold. With the isothermal holding time for molten $A-Si/SiC_{p}$ composites. the particle free zone increases rapidly up to approximately first 30 minutes of the holding time. Experimental resulls of the particle settling confirm that the larger SIC particles sink faster tlun the sniiller particles. An increase in volume fraction of Sic particles decreases the setrling velocity of the particles.

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