• 제목/요약/키워드: Required discharge capacity

검색결과 65건 처리시간 0.023초

생분해성 플라스틱 연직배수재의 특성 (Characteristics of Biodegradable Plastic Drain Board)

  • 김주형;조삼덕;채종길;사토 히데유키
    • 한국지반신소재학회논문집
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    • 제9권3호
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    • pp.67-75
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    • 2010
  • 본 연구에서는 생분해성 수지를 이용한 연직배수재에 대해 다양한 성능 평가방법을 적용하여 생분해성 플라스틱배수재의 공학적 특성을 분석하였다. 생분해성 플라스틱으로 제작한 연직배수재는 기존 합성수지 연직배수재에 비해 낮은 인장변형률을 가지며 상대적으로 낮은 인장강도를 갖지만, 연직배수재로서 가져야 할 최소한의 인장강도는 발휘하는 것으로 나타났다. 생분해성 플라스틱으로 제작한 필터는 투수성이 좋고 유효구멍크기가 작아 필터의 성능으로 매우 적합한 것으로 나타났다. 또한 생분해성플라스틱 배수재의 통수능은 필터의 강성을 개선하는 경우 국내 시방기준에도 만족할 수 있는 성능을 갖는 것으로 나타났다.

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농어촌지역 미활용에너지의 부존량과 이용 가능량 분석 (A Study on Analysis of Reserves and Available Capacity of Unutilized Energy in Rural Community)

  • 박미란;류연수;김진욱;이용욱;배성돈;채갑병
    • 한국태양에너지학회 논문집
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    • 제34권6호
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    • pp.19-25
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    • 2014
  • Alternative sources of energy take a higher interest in order to reduce the greenhouse gas under the Climate Change Convention, fossil fuel consumption, and lower social anxiety about nuclear power such as crisis involving the Fukushima plant, problem of obsolete equipment. The energy consumption of agriculture, forestry and fisheries in South Korea is 3,082,000toe by 2011, reliance on electrical energy(35%) and oil(57.2%) is very high with 92.2%. In this study, we examined reserves and available capacity of temperature difference energy for thermal discharge from plant, treated sewage, river water, dam, and agricultural reservoir in rural community. Reserves of unutilized energy are 455,735Tcal/yr in rural community, these accounts for 78% of total reserves 582,385Tcal/y. Thermal discharge from plant has the most reserves of unutilized energy in rural community, it is estimated that it has the reserves of 277,410Tcal/y. Available capacity of unutilized energy in rural community is total 134,147Tcal/y, thermal discharge from plant available for heating is the most 128,035Tcal/y, and it shows in the order of treated sewage 4,318Tcal/y, river water 1,653Tcal/y, and reservoir 141Tcal/y. Elevating temperature area of green house by 2012 is 21,208ha. The amount of energy required for heating the greenhouse a year is dbout 11,365Tcal/y with 8.5% of the total available capacity of unutilized energy.

독립형 신재생발전 시스템의 효율적인 운영을 위한 배터리 용량산정에 관한 연구 (A Study on Sizing of Battery for Effective Operation of Stand-alone Renewable Generation System)

  • 신희상;허재선;윤상윤
    • 전기학회논문지P
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    • 제67권1호
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    • pp.15-20
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    • 2018
  • This paper presents the method of ESS energy capacity calculation for stand-alone renewable energy generation system consisting of photovoltaic energy. There is almost no power from photovoltaic system during sunless days. So this source is very weak in terms of the power supply reliability. To improve problem of power supply, battery is mainly used Energy Storage System(ESS). The number of sunless days and Depth of Discharge(DOD) is important factor to determine energy capacity of battery. However, a many study for economical design is required due to the high cost of ESS. In this paper, we propose the new method of ESS energy capacity calculation by applying different DOD for operation with and without sun. We determine the Battery capacity using higher DOD of operation during sunless day than the DOD of the normal operation. And we carried out an economic analysis of the calculation results.

HFC32 냉매를 사용한 지열원 히트펌프의 성능 특성 (Performance of the Geothermal Heat Pump Using HFC32 Refrigerant)

  • 박용정;박병덕
    • 한국수소및신에너지학회논문집
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    • 제30권4호
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    • pp.369-375
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    • 2019
  • Air conditioners adopting high energy efficiency and low global warming potential (GWP) refrigerant are being developed globally. In case of commercial air conditioner, R32 with lower GWP than R410A is attracting industrial attentions. In this study, the performance of water-to-water geothermal heat pump adopting R32 is compared with that of the heat pump using R410A. By using R32 instead of R410A, heating capacity and COP in heating standard condition can be increased by 8.8% and 6.3% respectively. Also, cooling capacity and COP in cooling standard condition can be increased by 5.3% and 3.1% respectively by using R32. But in case of using R32, systemic improvements are required to decrease discharge temperature of compressor since discharge temperature rises abnormally in heating operations.

연직배수재의 소요통수능 평가 (Evaluation of Required Discharge Capacity for Prefabricated Vertical Drains)

  • 김상규;김현태;공길용
    • 한국지반공학회논문집
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    • 제17권1호
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    • pp.35-45
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    • 2001
  • Bergado에 의해 비교 분석된 많은 연구자들의 배수재의 소요통수능에 대한 제안값을 보면 0.32~50cc/s로 그 차이가 너무 크기 때문에 실무에 적용하기가 어렵다. 본 연구에서는 배수재의 통수능변화를 고려할 수 있는 압밀해석방법을 개발하고, 흙의 압밀계수, 압축지수, 배수재 타설심도 및 타설후 시간경과에 따른 배수재의 통수능 감소 등의 현장여건을 고려한 압밀해석을 통하여 압밀지연을 일으키지 않는 배수재의 소요통수능에 대한 기준을 제시하였다. 압밀해석결과 어느값 이상의 통수능에서는 압밀지연이 없으므로 이 값 이상의 통수능을 갖는 배수재를 선택하는 것이 중요하며, 압밀지연시간 5% 이내인 배수재의 소요통수능은 압밀계수($c_{v}$ ), 배수재의 길이(L) 및 압축지수($C_{c}$)와 비례관계로서 안전율 1.5를 고려하여 $q_{wa}$ =8$\times$($c_{v}$ $\times$L$\times$$C_{c}$)(cc/s) 이상이면 되는 상관식을 얻었다. 이 값 이상의 배수재를 선택하는 경우는 연직배수공법의 압밀해석에서 배수재의 통수능을 고려하지 않아도 된다는 결론을 얻었다.

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연약지반위에 성토시 수평배수층의 소요통수능 (Required Discharge Capacity of Horizontal Drains for Fills on the Soft Ground)

  • 김현태;김상규;공길용
    • 한국지반공학회논문집
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    • 제17권5호
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    • pp.83-96
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    • 2001
  • 선행압밀공법에서 지반으로부터 배출되는 물을 신속히 배수시키기 위해 연약지반상에 수평배수층을 설치한다. 종전의 연구에 의하면(예, Giroud(1981), 한국도로공사(1998)), 배수층의 통수능은 성토하중의 성토기간 또는 압밀속도의 영향을 받으며, 성토기간이 짧을 때에는 과다한 배수능이 요구된다. 이 논문에서는 선행압밀공법에 적용 가능한 새로운 압밀해석방법을 사용하여 소요통수능을 재검토하고 새로운 실용공식을 제안하였다. 전반적인 압밀침하량이 5%이내에서 지연될 때에는 소요통수능은 성토기간의 영향을 받지 않는다는 것을 알게 되었다. 또한 소요통수량은 압축지수, 압밀계수 및 수평배수층의 배수거리의 제곱에 비례한다는 것도 밝혀졌다.

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스퍼터용 플라즈마 전원장치의 아크방지를 위한 에너지 회생회로에 대한 연구 (A Study on Energy Recovery Circuit in Sputtering Plasma Power supply for arc Discharge Prevention)

  • 반정현;한희민;김준석
    • 전기학회논문지P
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    • 제61권3호
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    • pp.116-121
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    • 2012
  • Recently, in the field of renewable energy such as solar cells including the semiconductor and display industries, thin film deposition process is being diversified. Furthermore, to deal with trend of making high-quality and fast, the high-capacity and output plasma power supply which can control high density plasma is required. The biggest problem is arc discharge caused by using high voltage power supply. Thus, the key function of plasma power supply is to prevent arc discharge and there is a need to maintain the possible minimum arc energy. In DC sputtering power supply, on a periodic basis (-)voltage powering up is able to significantly reduce arcing, as well as arc discharge prevention, and maintaining uniform charge density. This conventional method for powering up (-)voltage requires heavy mutual inductance of the transformer to avoid distortion problem of the output voltage. This study is about energy recovery circuit for arc discharge prevention in sputtering plasma power supply. By using energy recovery circuit, it is possible to reduce the mutual inductance and size of the transformer dramatically, prevent distortion of the output voltage and has a stable output waveform. This work was proved through simulation and experimental study.

Modeling of Battery for EV using EMTP/ATPDraw

  • Kim, Jun-Hyeok;Lee, Soon-Jeong;Kim, Eung-Sang;Kim, Seul-Ki;Kim, Chul-Hwan;Prikler, Laszlo
    • Journal of Electrical Engineering and Technology
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    • 제9권1호
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    • pp.98-105
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    • 2014
  • As environmentally friendly energy takes center stage, interests for Electric Vehicles/Plug in Hybrid Electric Vehicles (EVs/PHEVs) are getting increase. With this trend, there is no doubt EVs will take large portion to penetrations of total cars. Therefore, accurate EV modeling is required. Battery is one of the main components with the power system view of aspect. Hence, in this paper, reviews and discussions of some types of batteries for EV are contained by considering energy density and weight of the batteries. In addition, simulations of Li-Ion battery are accomplished with various variables such as temperature, capacity fading and charge/discharge current. It is confirmed that temperature is the main factor of capacity fading. Validation of the modeled battery is also conducted by comparing it with commercialized battery.

펄스파워를 이용한 현장타설말뚝의 지지력 특성 (Bearing Capacity of In-situ Pile Installed using Pulse Power)

  • 김태훈;채수근;정규점
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2005년도 지반공학 공동 학술발표회
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    • pp.521-527
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    • 2005
  • In the past decades, complain about ground vibration and noise induced by pile driving has been quickly increased. Because of that, auger drilled piling methods have frequently used specially in urban area. However, the present auger drilled piling methods induce inevitable ground disturbance as well as a certain degree of vibration and noise due to the final hammering. For these reasons, a new auger drilled piling method is required to be developed. This paper introduces PDT(Pulse Discharge Technology) piling method and presents the characteristics of bearing capacity. The PDT piling method is to install in-situ piles using electric power so called Pulse. The pile installed by PDT appears to be able to develop shaft and end bearing capacity efficiently.

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홍수추적 속산도식해법에 대한 소고 (A study on the quick graphical method of flood routing)

  • 박정근
    • 한국농공학회지
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    • 제18권1호
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    • pp.4079-4086
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    • 1976
  • In many reservoir projects, economic considerations will necessitate a design utilizing surcharge. Determination of the most economical combination of surcharge and spillway capacity for a given spillway crest level will require flood routing studies and economic studies of the dam-reservoir-spillway combinations. Many methods of actual flood routing have been devised, each of them with its advantages and disadvantages. Some of these methods are listed below: (1) Arithmetical trial-and-error method. (2) Modified Puls' method (3) Cheng's graphical method (4) Horton's arithmetical method (5) Ekadahl's arithmetical method (6) Digital computer programming. For the purpose of preliminary design and cost estimating of dams and spillways, it is often required to estimate, for a given design flood and spillway crest level. the approximate values of two among the three characteristics of the spillway spillway length, maximum discharge and surcharge depth at maximum discharge, when one of these quantities is given. As is well known, the outflow hydrograph for an ungated overflow spillway assumes the form of a wave-shaped curve with a minimum point for Q=o At zero time and a maximum point for Q=Qmax at its intersection with the falling leg of the inflow hydrograph (see Fig. 4) The shaded area between the inflow and outflow hydrographs represents at the approximate scale the temporary retention Vt. In line with the remarks, draw by free hand the assumed outflow hydrograph with its maximum point for the given Qmax (see Fig. 4) and by planimetration find Vt. From the reservoir capacity curve (Fig. 3) find Vs for the given spillway crest level and make V=Vs+Vt. From the above curve find surcharge water elevation for V and surcharge depth Hmax over spillway crest. From the discharge formula compute {{{{L= { Q} over { { CH}^{3/2 } } }}}} The methed provides a means for a quick and fairly accurate estimation of spillway capacity.

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