• Title/Summary/Keyword: Granular

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A study on Development of a Pneumatic Granular Applicator for Paddy Field (I) - Granular Discharge Rate, Diffuser and Optimal Application Conditions - (수도작용 송풍식 입제살포기 재발에 관한 연구 (I) - 입제 배출량, 분두 및 적정살포조건 -)

  • 정창주;정선옥;장영창;최영수;최중섭
    • Journal of Biosystems Engineering
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    • v.22 no.2
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    • pp.127-136
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    • 1997
  • This study was accomplished to develop a pneumatic granular applicator that can be attached to the conventional ride-on rice transplanter. Operating conditions of a metering device for the applicator were determined so as to obtain the required discharge rate of granules for field application. The shape and size of diffuser was selected for the applicator and the spacing between diffusers on a boom and the boom height were determined as an optimal application condition for uniform distribution. The diffuser spacing of 1m for the fertilizer and the diffuser spacing of 0.8m for the pesticide at the boom height over 0.8m were acceptable.

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Variation of Activation of Inactivated Granular Microorganisms in the UASB Process (UASB 공정에서 불활성화된 입상미생물의 활성변화)

  • LEE Heon-Mo;YANG Byung-Soo
    • Korean Journal of Fisheries and Aquatic Sciences
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    • v.27 no.1
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    • pp.89-96
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    • 1994
  • The recovery posibility of granular sludge inactivated due to high organic loading at stawrt-up stage of UASB reactors was examined at various storage periods while kept at a constant temperature of $35^{\circ}C$. It was noticed that the inactivated sludge kept without feeding recovered microbial activity much faster than that kept with continuous feeding. The activity of the sludge gradually recovered to the point where the organic removal rate of 0.15g of 0.15g COD/g VSS-day at the inactivated stage had changed to 0.36g COD/g VSS-day after 60 days of storage without feeding, which was similar to the active granular sludge activity of 0.38g COD/g VSS-day. There was no significant different in the characteristics of activity recovery between granular sludge and smashed sludge.

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Anaerobic-aerobic granular system for high-strength wastewater treatment in lagoons

  • Hamza, Rania A.;Iorhemen, Oliver T.;Tay, Joo H.
    • Advances in environmental research
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    • v.5 no.3
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    • pp.169-178
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    • 2016
  • This study aimed at determining the treatability of high-strength wastewater (chemical oxygen demand, COD>4000 mg/L) using combined anaerobic-aerobic granular sludge in lagoon systems. The lagoon systems were simulated in laboratory-scale aerated and non-aerated batch processes inoculated with dried granular microorganisms at a dose of 0.4 g/L. In the anaerobic batch, a removal efficiency of 25% was not attained until the 12th day. It took 14 days of aerobic operation to achieve sCOD removal efficiency of 94% at COD:N:P of 100:4:1. The best removal efficiency of sCOD (96%) was achieved in the sequential anaerobic-aerobic batch of 12 days and 2 days, respectively at COD:N:P ratio of 200:4:1. Sequential anaerobic-aerobic treatment can achieve efficient and cost effective treatment for high-strength wastewater in lagoon systems.

Characteristics of Settlement and Bearing Capacity of Soft Ground Improved by Granular Pile (Granular Pile에 의해 개량된 연약지반의 지지력 및 침하특성)

  • 천병식;여유현
    • Proceedings of the KSR Conference
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    • 2002.05a
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    • pp.289-294
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    • 2002
  • Sand Compaction Pile (SCP) method, which uses sand material, is frequently used in Korea. However, the use of sand for SCP faces environmental and economical problems with the shortage of its resources. Therefore, it is necessary to substitute other materials for compaction piles. One of the alternatives is using gravel in lieu of sand. Granular Pile, constituted with sand and crushed-stone, is one of the methods to improve soft clay and loose sandy ground. In this study, modeled pile load tests are performed in test cell. The observations are made on the consolidation and the variation of water table of three different grounds, original, sand pile installed, and granular pile installed ground. In addition, engineering characteristics such as bearing capacity, settlement and drainage are investigated. The test results show that Gravel Compaction Pile (GCP) is more efficient for increasing bearing capacity and reducing settlement than SCP and had similar pore water pressure dissipation to sand. Therefore, the results show that GCP can be a good substitution for SCP.

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A Study on Removal of Fenitrothion by Integrated Zero-valent Iron and Granular Activated Carbon Process (Zero-valent Iron와 Granular Activated Carbon의 조합공정을 이용한 Fenitrothion의 제거에 관한 연구)

  • Lee, Dong-Yoon;Moon, Byung-Hyun
    • Journal of the Korean Applied Science and Technology
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    • v.27 no.3
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    • pp.385-390
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    • 2010
  • This study investigated the decomposition of fenitrothion in Smithion, which is applied on the golf course for pesticide, by the integrated Zero-valent iron(ZVI) and Granular activated carbon(GAC) process. First, the removal efficiencies of the fenitrothion by ZVI and GAC, respectively, were investigated. Second, the removal efficiencies of the fenitrothion by the integrated ZVI and GAC were investigated. The removal efficiencies of fenitrothion by ZVI were higher than those of TOC. The removal efficiencies of fenitrothion and TOC by GAC were similar. As the dosages of ZVI and GAC were increased, the removal efficiencies of fenitrothion and TOC increased. However, as the dosages of ZVI for pretreatment were increased, the adsorptions of fenitrothion on GAC were hindered.

Biological Treatment of Livestock Wastewater using Aerobic Granular Sludge (호기성 그래뉼 슬러지를 이용한 축산폐수의 생물학적 처리에 관한 연구)

  • Hyun-Gu Kim;Dae-Hee Ahn
    • Journal of Environmental Science International
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    • v.32 no.7
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    • pp.483-492
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    • 2023
  • In this study, the treatment of livestock wastewater using an aerobic granular sludge based sequencing batch reactor was investigated. The reactor operation was carried out by general injection and split injection methods. The average removal efficiency of organic matter after the adaptation period was 71.5 and 87.4%, respectively. Some untreated organic matter was attributed to recalcitrant organic matter. The average removal efficiency of total nitrogen was 65.6 and 88.4%, respectively. These results indicate that the denitrification reaction by split injection was carried out smoothly. As for the solids, the ratio of aerobic granular sludge/mixed liquor suspended solid can be determined as the main factor of the process operation, and the ratio increased gradually and finally reached 86.0%. Correspondingly, the sludge volume index (SVI) was also improved, reaching 54 mL/g at the end of operation, and it is believed that the application of a short settling time contributed to the improvement of settleability.