• 제목/요약/키워드: drainage pattern

검색결과 112건 처리시간 0.026초

도시유역의 내수배제시스템 설계를 위한 유출특성분석 -SWMM의 적용- (Runoff Characteristics Analysis for Interior Drainage Systems in Urban Basin -Application of SWMM-)

  • 최윤영;이영화
    • 한국환경과학회지
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    • 제9권3호
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    • pp.193-199
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    • 2000
  • This study is carried out the analysis of the runoff characteristics for the design of the interior drainage systems by SWMM in urbanization basin. The basin analyzed in this study is Bumuh-chun basin which is located in Susung-gu of Taegu city. Huff method is used for rainfall distribution analysis. The optimal rainfall duration in Bumuh-chun basin is analyzed as about 90 minutes decided from comparison of arrival time and critical duration. Flood flow variation pattern is proposed through the comparison of the results of peak flow and peak time analyzed by SWMM about pre-urbanization and post-urbanization of Bumuh-chun basin. It is known that the variation of arrival time caused by the rapid increase of pavement rate in the upper area shows about 20∼25 minutes faster than pre- urbanization. Therefore, the management of surface water for design of water supply and drainage, and channel alteration has to considered the variation of geological factors according to urbanization.

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시설원예의 입지유형 분석 (Analysis of Location Patterns for Protected Horticulture)

  • 황한철;이남호;전우정;남상운;홍성구
    • 한국농공학회지
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    • 제40권2호
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    • pp.92-101
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    • 1998
  • Location patterns of protected horticulture were analyzed using a multiple correspondence analysis(MCA). The analysis could be used in evaluating location suitability of protected horticulture. The location factors of the protected horticulture for MCA include land category, size of protected horticulture, land slope, topography, effictive soil depth, irrigation and drainage condition, distance from roads, and so forth. The results showed that there were three different location patterns of protected horticulture. The first pattern was characterized by their nearness to villages. The facilities of this pattern were mainly located near to residential area. The second pattern was of those found in plain area. The facilities of this pattern were large in scale and located in paddy field far from residential area. The facilities of the last pattern were small in scale and located on nonpaddy fields. They were mostly found in hilly or mountainous area.

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The Patterns of Intraosseous Venography before Percutaneous Vertebroplasty for Osteoporotic Compression Fractures

  • Kim, Dong-Sung;Doh, Jae-Won;Lee, Kyeong-Seok;Yoon, Seok-Mann;Shim, Jai-Joon;Kim, Seong-Ho
    • Journal of Korean Neurosurgical Society
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    • 제43권6호
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    • pp.288-293
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    • 2008
  • Objective : Bone cement leakage is a well-known potential complication of percutaneous vertebroplasty (PVP) in patients with osteoporotic compression fracture. Even though there has been a controversy in the efficacy of antecedent venography to prevent this complication, many authors have performed intra osseous venography before bone cement injection. The goal of this study was to classify the venous drainage patterns of spine before PVP, and compare their patterns at different vertebral levels. Methods : The authors retrospectively reviewed 1,042 intraosseous venographic patterns in 321 patients with 574 osteoporotic compression fractures during six-year period in one institution. To classify venogram patterns, we selected simple lateral X-ray of spine taken immediately after injection of the contrast dye. We classified the venography patterns according to contrast leakage pattern and leakage direction as follows; trabecular (TR), trabecular anterior (TA), trabecular posterior (TP), trabecular anterior-posterior (TAP), trabecular lateral (TL), venous anterior(VA), venous posterior (VP), venous anterior-posterior (VAP), soft tissue (ST). Also, we compared venogram patterns according to different spinal levels. Results : In overall, the most common pattern was TP type accounting for 37.4% (390/1042) of all intraosseous venograms. This is followed by TAP in 21.5%, TR 17.4%, TA 116%, TL 5.8%, ST 4.1%, VA 1.2%, VP 0.6%, and VAP 0.4% in descending order of frequency. According to the spinal level, TR and TAP types were most common in thoracic spine (T6-T10), TP type was most common in thoraco-Iumbar spine (T11-L2), and TP and TAP types were most common in lumbo-sacral spine (L3-S1). Contrast dye leakage to soft tissue such as psoas muscle or disc were detected in 43 (4.1%) venograms. Direct venous drainage without staining of vertebral body was found in 23 (2.2%) venograms. The 8.3% of thoracic venogram showed direct venous drainage. Thoracic level showed a more tendency of direct venous drainage than other spine levels (p<001). Conclusion : The authors propose a new classification system of intra osseous venography during PVP. The trabecular-posterior (TP) type is most common through all spine, and venous-filling (V) type was most frequent in thoracic spine. Further study would be necessary to elucidate the efficacy of this classification system to prevent bone cement leakage during PVP.

비포화대 지연배수 효과를 고려한 지하수위 변동모델의 개선 및 적용 (A Modification of Water Table Fluctuation Model Considering Delayed Drainage Effect of Unsaturated Zone)

  • 김성한;박은규;김용성;김남진
    • 한국지하수토양환경학회지:지하수토양환경
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    • 제16권3호
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    • pp.17-27
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    • 2011
  • Recently, a physically based model of water-table fluctuation due to precipitation is developed based on aquifer water balance model. In the model, it was assumed that the water infiltration into ground surface is advection dominant and immediately reaches to water-table. The assumption may be suited for the sites where the water-table is shallow and/or the permeability of the unsaturated zone is high. However, there are more cases where the model is not directly applicable due to thick and low permeable unsaturated zone. For the low permeability unsaturated zone, the pattern of water flux passing through unsaturated zone is diffusive as well as advective. In this study, to improve the previously developed water-table fluctuation model, we combined the delayed drainage model, which has long been used in well hydraulics, to the water-table fluctuation model. To test the validity of the development, we apply the developed model to 5 different domestic sites. The model parameters are calibrated based on the groundwater hydrograph and the precipitation time series, and the correlation analyses among the parameters are pursued. The overall analyses on the delineated model parameters indicate that the delayed drainage parameters or delay index used in the developed model are able to reveal drainage information in the unsaturated zones.

논토양 배수조건에 따른 비소 및 중금속의 용출 및 벼 전이특성 (Transfer of Arsenic and Heavy Metals from Soils to Rice Plant under Different Drainage Conditions)

  • 고일하;김정은;김지숙;지원현
    • 한국지하수토양환경학회지:지하수토양환경
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    • 제22권6호
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    • pp.12-21
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    • 2017
  • A pot experiment was conducted to investigate the transfer of As and cationic heavy metals (Fe, Mn, Zn, Cd and Pb) from soil to rice plant in soil condition with submerged and drained. During the ninety-day monitoring period for soil solution, solubility of reducible elements such as As, Fe and Mn in submerged condition were higher than that of Zn. On the contrary, concentration of Zn in drained condition was higher than that of reducible elements. The concentration of As, Cd, Pb and Zn in rice plant (root, stem, leaf and grain) showed similar pattern with soil solution. The As concentration in each part of rice plant, which cultivated in drained condition, measured 56%~94% lower than those in submerged condition. However, the contents of cationic heavy metals (Cd, Pb and Zn) were represented the opposite result with As. These results are due to mobility of As and cationic heavy metals under different soil drainage conditions which represent oxidation and reduction. Thus soil drainage control can be used as acceptable passive treatment methods to reduce transfer of inorganic contaminants from soil to rice plant. However more detailed examination on soil condition conversion is needed, because yield of rice was decreased when it cultivated in drained condition only. It also needed when soil is contaminated by As and cationic heavy metal because single drainage condition cannot reduce transfer of both kinds of contaminants all.

남한의 수계발달과 지질구조와의 관계에 관한 연구 (A Study on the Relationship between Stream Patterns and Geologic Structures in South Korea)

  • 김규한;김완숙
    • 자원환경지질
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    • 제27권6호
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    • pp.593-599
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    • 1994
  • Drainage patterns were investigated to interpret the unknown geologic structure and geomorphic history in South Korea. Dendritic and rectangular patterns are most prominent ones developed in the granitic and sedimentary terrain. Drainage density ranges from 0.47 in the Nakdong river basin to 0.31 in the South Han river basin. Fine drainge texture is appeared in the Nakdong basin characterized by sedimentary beds of Mesozoic age, and coarse one are in the South Han river basin where Precambrian metamorphic rocks are dominated. Geological structures interpreted by stream pattern analysis are reasonally good agreement with the result by lineaments analysis and geological mapping.

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농업유산으로서 제주 월정리 밭담의 경관 특징에 대한 연구 (A Study on the Landscape Characteristics of Jeju Woljeong-ri Batdam as an Agricultural Heritage Systems)

  • 임정우;손용훈
    • 농촌계획
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    • 제27권3호
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    • pp.57-68
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    • 2021
  • The purpose of this study was to examine the area of Woljeong-ri, Jeju, as a target site in order to derive the landscape features of Jeju Batdam, designated as an agricultural heritage. The summary of the research results is as follows. First, the Batdam of Woljeong-ri is closely related to the local natural envrionment, forming a unique landscape pattern in terms of shape and scale. Second, the site where drainage management is important due to its geological characteristics has a water resource management Batdam landscape for effective drainage management. Third, the farmers in Woljeong-ri, who have been engaged in agricultural activities for a long time, have implemented a utilization system that considers different land conditions. As a result, the landscape of Batdam in Woljeong-ri, Jeju, shows the characteristics of the landscape that is constantly evolving.

중국 연변 조양하 유역의 국부경사와 배수면적의 관계를 이용한 토사유실 우심지역 추출 (Identification of vulnerable region susceptible to soil losses by using the relationship between local slope and drainage area in Choyang creek basin, Yanbian China)

  • 김주철;최봉학;정관수
    • 한국수자원학회논문집
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    • 제51권3호
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    • pp.235-246
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    • 2018
  • 본 연구의 주목적은 조양하 유역의 유출응집구조와 에너지소비 양상을 멱함수 법칙분포의 틀 내에서 해석하고 이를 기반으로 토사유실에 민감한 우심지역을 추출하기 위한 방법론을 제시해 보고자 하는 것이다. 이를 위하여 GIS를 기반으로 대상유역 내 지점별 배수면적과 함께 소류력 및 수류력을 정의하는 지형학적 인자를 추출하여 해당 인자들에 대한 여누가 분포의 도해적 해석과 함께 멱함수 법칙분포의 적합을 수행하였으며 소류력과 수류력의 규모별 특성권역을 기반으로 토양우실 우심지역을 추출하여 보았다. 소류력를 기반으로 한 토사유실 우심지역의 경우 수류력을 기반으로 한 결과에 비하여 우심지역의 범위가 매우 좁게 평가되고 있음을 시각적으로 확인할 수 있었다. 이러한 결과는 소류력이 멱함수 법칙분포를 따르지 않는 규모종속성 지형학적 인자이기 때문인 것으로 판단된다. 이에 따라 해당 지형학적 인자는 멱함수 법칙분포의 틀 내에서 자연유역의 에너지 규모를 적절하게 반영하지 못하는 것으로 사료되며 본 연구에서 수류력을 기반으로 제시한 지형학적 인자가 토사유실의 평가를 위해 보다 합리적인 것으로 판단된다. 토사유실 우심지역을 도시해 본 결과 국부경사에 종속적인 사면활동 활성구간에서 발생한 토사가 국부경사와 배수면적에 종속적인 지표유동 활성구간을 통하여 계곡으로 이동하는 경로를 시각적으로 확인할 수 있어 본 연구에서 제시한 방법론의 타당성을 판단할 수 있었다.

멱함수 법칙분포를 기반으로 한 조양하 유역의 유출응집구조와 에너지소비 양상에 대한 해석 (Analysis of runoff aggregation structure and energy expenditure pattern for Choyang creek basin on the basis of power law distribution)

  • 김주철;최봉학;정관수
    • 한국수자원학회논문집
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    • 제50권11호
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    • pp.725-734
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    • 2017
  • 본 연구의 주목적은 조양하 유역의 유출응집구조와 에너지소비 양상을 멱함수 법칙분포의 틀 내에서 해석하는 것이다. 이를 위하여 GIS를 기반으로 대상유역 내 지점별 배수면적과 함께 소류력 및 수류력을 정의하는 지형학적 인자를 추출하고 해당 인자들의 여누가 분포에 대한 도해적 해석과 함께 멱함수 법칙분포의 적합을 수행하였다. 주요한 결과로서 세 가지 지형학적 인자들의 여누가 분포는 세 개의 개별적인 거동특성 구간으로 구분할 수 있었다. 멱함수 법칙분포 확률밀도함수의 매개변수를 최우도법을 이용하여 추정해 본 결과 배수면적과 수류력은 대표적인 규모를 유한하게 결정할 수 없는 규모 불변성 지형인자이지만 소류력은 유한한 규모를 갖는 규모 종속성 지형학적 인자로 판단할 수 있었다. 또한 소류력의 경우 제한된 범위 내에서만 복잡계 거동을 보여 멱함수 법칙분포를 따르지 않는 것으로 판단되었다. 최우도법을 적용하여 추정한 배수면적의 멱함수 법칙분포 지수는 선행연구에 비하여 큰 수치로서 해당 지수의 추정에 사용된 방법론의 차이에 기인하는 것임을 확인할 수 있었다. 또한 수류력의 멱함수 법칙분포 지수는 선행연구에 비하여 다소 작은 수치로서 대상유역의 규모에 따른 수로경사의 특성에 기인하는 것으로 판단되었다.

유역관리계획수립(流域管理計劃樹立)에 관(關)한 기초적(基礎的) 연구(硏究) (Drainage Analysis for the Anyang-cheon Upper-watershed Management Planning)

  • 우보명
    • 한국산림과학회지
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    • 제42권1호
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    • pp.39-54
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    • 1979
  • 우리나라에서는 치산(治山) 치수(治水) 이수사업(利水事業)의 계획(計劃)과 시행(施行)에 있어서 정부(政府) 각(各) 부처간(部處間)에 유기성이 결여되어 있으므로 합리적(合理的)인 유역관리계획면(流域管理計劃面)에서 비효율성(非効率性)을 내포하고 있는 것이다. 본(本) 연구(硏究)에서는 안양천상류유역(安養川上流流域)(약 12,600ha) 내(內)의 배수밀도(排水密度)를 15개(個) 소유역단위(小流域單位)로 조사(調査) 분석(分析)하였는데, 이 연구결과(硏究結果)는 장래 유역관리계획수립(流域管理計劃樹立)에 주요한 기초자료(基礎資料)가 될 것이다. 1. 안양천상류유역(安養川上統流域)은 13개 준용하천(準用河川)(수암천(秀岩川), 삼성천(三聖川), 삼막천(三幕川), 학의천(鶴儀川), 내손천(內蓀川), 호계천(虎溪川), 당정천(堂井川), 산본천(山本川), 오전천(五全川), 왕곡천(旺谷川), 갈현천(葛峴川), 청계사천(淸溪寺川), 학현천(鶴峴川), 소하천(小河川)(세찬(細川), 소천(小川), 중천(中川)), 그리고 계곡으로 주배수조직(主排水組織)을 이루고 있다. 2. 조사유역내(調査流域內)의 하천대장상(河川臺帳上)의 총하천(總河川) 연장(延長)은 71.2km이며 새마을하천표상(河川表上)의 소하천(小河川)의 총연장(總延長)은 43,010m인데, 소하천(小河川)에 있어서는 약 43,410m나 누락(漏落)되었음이 조사(調査)되었다. 그리고 계곡(溪谷)(계류(溪流))는 모두 91개(個)로서 총연장(總延長)은 71,900m에 달(達)한다. 3. 소유역단위(小流域單位)의 배수밀도(排水密度)의 범위는 계곡연장(溪谷延長)을 총연장(總延長)에 포함할 경우에 14.79~24.10(m/ha)이며, 조사유역전체(調査流域全體)의 평균배수밀도(平均排水密度)는 18.21이었다. 그러나 계류(溪流)를 포함하지 않을 때에는 12.50으로 저하되었다. 4. 합리적(合理的)인 치산치수사업(治山治水事業)을 수행하기 위한 유역관리계획(流域管理計劃)을 수립(樹立)하기 위해서는 "하천(河川)", "소하천(小河川)", "야계(野溪)" 및 "계류(溪流)"를 포함하는 모든 배수조직(排水組織)에 대한 일관성 있는 유로분류기준(流路分類基準)이 확립(確立)되어야 할 것이다.

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