• 제목/요약/키워드: discharge capacity improvement

검색결과 110건 처리시간 0.024초

PBD의 배수특성과 대심도 지반개량 (Discharge Capacity of PBD and Deep Soft Soil Improvement)

  • 구본효
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2002년도 가을 학술발표회 논문집
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    • pp.585-592
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    • 2002
  • Discharge capacity of PBD is the most important factor of specification items to control any product of PBD. There is no standard specification for the PBD. Because the degree of discharge capacity is related to well resistance, install depth, maximum strain etc in the field. Discharge capacity test of PBD, permeability test of filter are conducted using PBD materials used in Korea. This paper proposes the critical discharge capacity for deep PBD under condition of non well resistance based upon their test and theoretical calculation. It was found that discharge capacity more than about 10 ㎤/sec is enough to undergo designing of deep PBD without well resistance.

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지반특성을 고려한 연직배수재의 통수능 시험 및 선정 (The Discharge Capacity Test & Vertical Drain Adoption Considering the Ground Condition)

  • 정헌철;신경하;정기문;허집
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2007년 가을학술발표회
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    • pp.373-382
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    • 2007
  • In the vertical drain method, discharge capacity is generally one of the most important factor which affect on the estimation of the drain efficiency. However, adopting the drain considering discharge capacity only is not sufficiently considered method so that systematic criteria for adoption is necessary to choose the most suitable drain. Therefore, this study represents the application method considering behavior of the ground and vertical drain which is coupled together and ground improvement efficiency analyzing various cases of discharge capacity test performed in the recent soft ground improvement projects. According to the analysis, most drains tend to satisfy the required discharge capacity. It presents that deformed shape of the drains and well resistance estimation along the ground settlement, improvement efficiency by water content ratio along the depth and shear strength obtained after ground improvement should be considered altogether with the discharge capacity to select the proper drain. Also, appropriate adoption of drain material considering the ground condition is vital through analyzing the field measured data and comparing the result of the discharge capacity test as various vertical drain materials are being constructed continuously.

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천연마섬유배수재의 통수능력 향상에 관한 연구 (A Study on the Improvement of Discharge Capacity of Natural Fiber Drain)

  • 김지용;한상재;강민수;김수삼
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 1999년도 가을 학술발표회 논문집
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    • pp.279-284
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    • 1999
  • Fiber drain(FD), which is made of organic fibers from jute and coir, has recently been used in several construction projects in the Southeast and East Asia region involving the soil improvement of reclamation fills overlying marine clay. FD is an environmentally friendly product that will naturally be biodegraded into soil after the completion of performance duration as a vertical drain. However, the conventional FD has limited and low-ranged discharge capacity compared to PVD. For this, in this study, the improvement of FD was attempted and new shaped FDs were evaluated by laboratory tests. A series of discharge capacity test was performed to investigate the functional applicability for several types of FDs.

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연직배수재가 타설된 지반의 복합통수능 해석 (Composite Discharge Capacity Analysis of Vertical Drain Installed in Ground)

  • 김창영;곽노경;이송
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2008년도 추계 학술발표회
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    • pp.1167-1174
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    • 2008
  • Vertical drain method, which is one of the soft ground improvement methods, shorten s drain path to accelerate consolidation process and is applied in many sites. At a recent, composite discharge capacity experiment that analyze discharge amount by consolidation behavior with overburden pressure of soft ground in laboratory, simulates similarly with actuality. Geotechnical engineering problems such a s soft ground improvement are solved by numerical analysis by development of computer and numerical analysis techniques. Numerical analysis does that result is contrary by user's inexperience for choice of constitution model and application of analysis method. Therefore, this thesis experiments on composite discharge capacity test and study discharge capacity of drain and consolidation behavior of soft ground installed prefabricated vertical drain boards. Also, This thesis studied reasonable input parameters and constitution model by compare results of composite discharge capacity test and numerical analysis using PLAXIS that is 2D finial element numerical analysis program.

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충청남도 4대수계 주요 지류하천 수질 모니터링을 통한 유역 관리 방안 (Watershed Management Plan through Water Quality Monitoring for Main Branches of 4 Water Systems in Chungcheongnamdo)

  • 박상현;김홍수;조병욱;문은호;최진하
    • 한국물환경학회지
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    • 제32권2호
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    • pp.163-172
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    • 2016
  • This study aimed to develop a plan for effective performance of a watershed through correct identification of a river watershed by using the flowrate of the river and water quality data, which is the basis for the establishment of the water environment policy. The target river for water quality improvement was selected based on the monitoring result for 4 water systems in Chungcheongnamdo province in the recent 3 years. The result of analysis for the distribution of discharge capacity by a pollution source group for the water quality improvement target river showed that most of the target river has a high discharge capacity in the water system for living and livestock. Analysis for the density of the total discharge capacity of the whole watershed of Chungcheongnamdo indicated that the river that needs water quality improvement has high BOD concentration and high discharge load density at the point that this river is located. Thus, for efficient watershed management through selection and concentration, Chungcheongnamdo needs to improve the target river in priority. Stepwise planning is also required to establish and execute the water quality improvement in order to satisfy said target water quality, and establish the index for the water improvement rate for its evaluation.

원지반조건을 고려한 연직배수재의 통수능에 관한 연구 (A Study on Discharge Capacity of Vertical Drain Considering with In-situ Soil Condition)

  • 박민철;김은철;이송
    • 한국지반신소재학회논문집
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    • 제11권1호
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    • pp.47-56
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    • 2012
  • PBD의 통수능력은 지반조건 빛 두께에 비례하여 영향을 크게 받는 성질이 있으며, 배수재 타입 시 시용되는 맨드럴, 타입기기 및 방식에 의한 주변지반의 교란영향으로 배수성능이 저하되는 문제점 등이 있다. 또한, 여러 기지 조건에 따라 통수능의 편차가 크게 나타나며 원지반 조건에 따라 배수재의 통수능 저하, 간극수압소산의 시간지연 등의 분석이 미흡하다. 따리서 본 연구에서는 원지반 조건을 고려한 연직배수재의 복합 통수능 시험을 실시하여 지반개량 및 통수능 평가를 하였다. ${\phi}\;38{\times}70cm$ 크기의 원통형 실린더에 배수재를 고정한 후 교반한 시료를 투기하고 원지반 조건 CL, ML, SM과 준설토 CL을 매립한 후 가입장치를 사용하여 30, 70, 120 kpa의 하중을 가해 단계별로 복합통수능 실험을 수행하였다. 시험결과, 통수능의 크기는 원지반 조건이 SM>ML>CL>CL(준설토)인 순으로, 세립분 함량이 적을수록 통수량은 크게 나타났다.

연직배수재 타설 후 장기간 경과된 지반의 통수성능 (Discharge Capacity of Prefabricated Vertical Drain Confined In-Clay Under Long-Term Conditions)

  • 정상국
    • 한국지반신소재학회논문집
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    • 제17권4호
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    • pp.239-249
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    • 2018
  • 연약점토 지반 개량을 위해 연직배수재 타설 후 선행재하공법이 일반적으로 적용되는데, 현장에서의 시공계획 변경 등으로 인해 연직배수재 타설 후 장기간 방치되는 경우가 종종 발생된다. 따라서 장기간 방치된 조건에서의 연직배수재 열화 현상을 고려하기 위해 구속압으로 적용되는 수온을 각각 30, 35, $40^{\circ}C$를 적용하였다. 그 결과, 시간경과에 따라 배수성능이 급격히 저하되는 경향을 나타냈다. 그리고 현장 원위치 조건, 즉, 점토 구속조건하에서 장기간 통수능 저하 정도를 평가하기 위하여 Miura와 Chai(2000)식을 적용하였다. 그 결과, 온도 변화 조건에서 수행된 통수능 시험결과를 이용한 신뢰성 해석 방법과 Miura와 chai(2000)식을 적용하여 장기 통수능을 평가할 수 있는 것으로 평가되었다.

Improvement of Available Battery Capacity in Electric Vehicles

  • Liu, Yow-Chyi
    • Journal of Power Electronics
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    • 제13권3호
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    • pp.497-506
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    • 2013
  • This paper proposes a new method to improve the available battery capacity in electric vehicles by connecting lead-acid batteries with lithium-ion battery in parallel to supply power. In addition, this method combines the discharge characteristics of batteries to improve their efficiency and lower their cost for electric vehicles. A lithium-ion battery set is used to connect with N sets of lead-acid batteries in parallel. The lead-acid battery supplies the initial power. When the lead-acid battery is discharged by the load current until its output voltage drops to the cut-off voltage, the power management unit controls the lead-acid battery and changes it to discharge continuously with a small current. This discharge can be achieved by connecting the lead-acid battery to a lithium-ion battery in parallel to supply the load power or to discharge its current to another lead-acid or lithium-ion battery. Experimental results demonstrates that the available capacity can be improved by up to 30% of the rated capacity of the lead-acid batteries.

활성탄 종류에 따른 아연공기전지용 Cathode의 전기화학적 특성 연구 (A Study on the Electrochemical Properties of the Cathode upon Different Kinds of Activated carbon in Zinc/Air Battery)

  • 김지훈;엄승욱;문성인;윤문수;김주용;박정식;박정후
    • 한국전기전자재료학회논문지
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    • 제17권4호
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    • pp.415-421
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    • 2004
  • The voltage profile of Zinc/Air battery during discharge has very flat pattern in a given voltage range, But, if not enough the porosity in cathode, as a result of that capacity, energy and discharge voltage of batteries become low. Therefore, we focused the pore effects in activated carbon for cathode. We examined discharge voltage, specific capacity, specific energy, resistance and characteristics during the GSM pulse discharge upon different kinds of activated carbon in Zinc/Air battery, Also we measured porosity of the air cathode according to the ASTM. So we achieved improvement of specific capacity, specific energy and discharge voltage according to increase meso pores of activated carbon. We found the optimized activated carbon material for Zinc/Air battery.

3차원 수치모의를 이용한 배수갑문의 방류능력 개선효과 분석 (Analysis of the Discharge Capacity Improvement of a Lock Gate by Using 3-Dimensional Numerical Simulation)

  • 김남일;김대근;이길성;김달선
    • 한국수자원학회논문집
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    • 제38권3호
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    • pp.189-198
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    • 2005
  • 본 연구에서는 조력발전소 배수갑문의 형상과 배치에 따른 방류능력을 해석하는데 3차원 수치모의가 효과적으로 이용될 수 있음을 보였다. 3차원 수치모형은 RANS를 지배방정식으로 하는 FLOW-3D 모형을 이용하였다. 본 연구결과 배수갑문의 방류능력은 물받이길이와 도류벽의 접근각도에 큰 영향을 받는 것으로 나타났다. 그리고 이의 개선 여부에 따라 $10\%$ 이상의 방류량 차이가 발생하였다. 또한 방류량은 배수문과 수차구조물을 연결하는 구조물의 형상과 물받이 끝 사면경사의 영향을 받는 것으로 나타났다. 본 연구에서는 배수갑문의 설계시 방류능력 개선을 위해서는 수리학적 검토가 필요하며, 수치모형실험이 수리모형실험과 더불어 유용한 해석도구로 이용될 수 있음을 보였다.