• 제목/요약/키워드: Drainage Area

검색결과 1,005건 처리시간 0.027초

농양을 야기한 치내치의 일예 (Dens in dents as the etiology of Deentoalveolar abscess)

  • 장지상
    • 대한치과의사협회지
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    • 제5권1호
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    • pp.63-66
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    • 1964
  • A case of 20-year-old man involving a dens in dents with dentoalveolar abscess in the symphysis has been presented. 1. The patient pressented free drainage through the fistulous opening onn labial gingiva in area of left mandibular dentral and lateral incisors. 2. Roentgenographs revealed roentgenolucent shadows around left mandibular central and lateral incisors, dens in dente, was noticed.

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A STUDY ON THE PARAMETER ESTIMATION OF SNYDER-TYPE SYNTHETIC UNIT-HYDROGRAPH DEVELOPMENT IN KUM RIVER BASIN

  • Jeong, Sang-man;Park, Seok-Chae;Lee, Joo-Heon
    • Water Engineering Research
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    • 제2권4호
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    • pp.219-229
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    • 2001
  • Synthetic unit hydrograph equations for rainfall run-off characteristics analysis and estimation of design flood have long and quite frequently been presented, the Snyder and SCS synthetic unit hydrograph. The major inputs to the Snyder and SCS synthetic unit hydrograph are lag time and peak coefficient. In this study, the methods for estimating lag time and peak coefficient for small watersheds proposed by Zhao and McEnroe(1999) were applied to the Kum river basin in Korea. We investigated lag times of relatively small watersheds in the Kum river basin in Korea. For this investigation the recent rainfall and stream flow data for 10 relatively small watersheds with drainage areas ranging from 134 to 902 square kilometers were gathered and used. 250 flood flow events were identified along the way, and the lag time for the flood events was determined by using the rainfall and stream flow data. Lag time is closely related with the basin characteristics of a given drainage area such as channel length, channel slope, and drainage area. A regression analysis was conducted to relate lag time to the watershed characteristics. The resulting regression model is as shown below: ※ see full text (equations) In the model, Tlag is the lag time in hours, Lc is the length of the main river in kilometers and Se is the equivalent channel slope of the main channel. The coefficient of determinations (r$^2$)expressed in the regression equation is 0.846. The peak coefficient is not correlated significantly with any of the watershed characteristics. We recommend a peak coefficient of 0.60 as input to the Snyder unit-hydrograph model for the ungauged Kum river watersheds

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종격동염의 증례보고 (Mediastinitis: a case report)

  • 김재환;류동목;지유진;이정우;이덕원
    • Journal of the Korean Association of Oral and Maxillofacial Surgeons
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    • 제36권6호
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    • pp.538-542
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    • 2010
  • Acute mediastinitis is a fatal infection which occurs related to connective tissue of mediastium, in the thoratic organs. Occurrence of mediastinitis due to craniocervical infection is very rare, and is defined as descending necrotizing mediastinitis. November 8th, 2008, man in his early fifties visited ER due to severe swelling on left neck area and dyspnea. Antibiotic were administered immediately, and vast amount of abscess formation on pneumomediastinum and adjacent tissues were observed via chest computed tomography. With cooperation of thoracic and cardiovascular surgery department, emergency incision and drainage with drain insertion was done to remove abscess, and control the infection. After surgery, everyday saline irrigation through drain was done during hospitalization, with continues antibiotic therapy. Descending necrotising mediastinitis is a most rare and dangerous infection which occurs on oropharyngeal area. In case of descending necrotising mediastinitis, accurate diagnosis, airway maintenance, remove of abscess by incision and drainage, aggressive antibiotic therapy and continuous saline irrigation is necessary to increase patient survivability. Also, computed tomography with contrast media is essential to figure out the size and location of the infection and abscess formation.

하수관 등류수심 양해법 산정식 (Explicit Equations of Normal Depth for Drainage Pipes)

  • 유동훈;노정수
    • 한국수자원학회논문집
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    • 제38권7호
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    • pp.527-535
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    • 2005
  • 등류수심의 산정은 수로 설계 및 흐름 해석에 있어 매우 중요하다. 하수관은 삼각형 또는 사각형의 인공 개수로와 달리 원형, U형과 같이 곡률을 갖는 경우가 일반적이며, 이 경우 수심에 따른 통수단면적 및 동수반경의 변화가 일정하지 않으므로 등류수심 산정 또는 수식 유도에 있어 상당한 어려움을 갖는다. 그러나 단면적과 관경의 비 또는 동수반경과 관경의 비를 수심대 관경의 비로 표기하여 지수형으로 나타내면 수식의 전개과정이 매우 용이해지며, 양해법 산정식의 개발이 가능해진다. 따라서 본 고에서는 우선 실무에서 가장 많이 사용하고 있는 원형 개수로와 U형 개수로에 대한 등류수심 양해법 산정식을 제시하며, 완난류 지수형 마찰계수 산정식과 더불어 실무에서 주로 사용되는 Hagen (Manning) 산정식을 이용한 등류수심 산정식도 제시하였다.

동해탄광 일대 산성광산배수의 지화학적 특성 및 증발잔류물에 대한 광물학적 연구 (Mineralogy of Evaporation Residues and Geochemistry of Acid Mine Drainage in the Donghae Mine Area)

  • 김정진;김수진;김윤영
    • 자원환경지질
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    • 제36권2호
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    • pp.103-109
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    • 2003
  • 동해탄광 지역의 산성광산배수에는 Ca, SO$_4$, Mg, Al의 함량이 높게 나타난다. 이 일대의 산성광산배수를 증발시켰을 때 생성된 증발잔류물에서는 주로 석고(CaSO$_4$${\cdot}$2$H_2O$)가 생성되었으며 그 외에 소량의 알루노겐(Al$_2$(SO$_4$)$_4$${\circ}$17$H_2O$) 과 헥사하이드라이트(MgSO$_4$${\circ}$6$H_2O$)가 형성되었다. 석고를 형성하는 Ca는 주변의 모암속에 포함된 방해석에서, SO$_4$ 는 폐석에 포함된 황철석에서 기원한 것으로 생각된다. 함수 알루미늄황산염광물인 알루노겐은 침상의 결정으로 나타난다. 하천수의 Al은 모암이나 폐석에 포함된 엽납석, 일라이트, 녹니석과 같은 층상규산염광물의 화학적 용해작용에 의해 부과된 것으로 추정된다. 함수 마그네슘황산염광물인 헥사하이드라이트는 침상이나 섬유상의 결정으로 생성되었으며 Mg의 기원은 모암내의 돌로마이트와 광산폐셔의 주 구성광물인 녹니석으로 판단된다.

연속 강우-유출 모의기법을 이용한 최적 CSOs 산정에 관한 연구 (A Study of Optimal-CSOs by Continuous Rainfall/Runoff Simulation Techniques)

  • 조덕준;김명수;이정호;김중훈
    • 한국물환경학회지
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    • 제22권6호
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    • pp.1068-1074
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    • 2006
  • For receiving water quality protection a control systems of urban drainage for CSOs reduction is needed. Examples in combined sewer systems include downstream storage facilities that detain runoff during periods of high flow and allow the detained water to be conveyed by an interceptor sewer to a centralized treatment plant during periods of low flow. The design of such facilities as storm-water detention storage is highly dependant on the temporal variability of storage capacity available as well as the infiltration capacity of soil and recovery of depression storage. For the continuous long-term analysis of urban drainage system this study used analytical probabilistic model based on derived probability distribution theory. As an alternative to the modeling of urban drainage system for planning or screening level analysis of runoff control alternatives, this model has evolved that offers much ease and flexibility in terms of computation while considering long-term meteorology. This study presented rainfall and runoff characteristics of the subject area using analytical probabilistic model. Runoff characteristics manifested the unique characteristics of the subject area with the infiltration capacity of soil and recovery of depression storage and was examined appropriately by sensitivity analysis. This study presented the average annual CSOs, number of CSOs and event mean CSOs for the decision of storage volume.