• 제목/요약/키워드: Drainage Area

검색결과 1,005건 처리시간 0.035초

광역논에서의 용존성과 입자성 영양물질의 거동 특성 (Behavior of the Dissolved and Particulate Nutrient at Paddy Field Area)

  • 오승영;김진수;정구영
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2004년도 학술발표회
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    • pp.543-546
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    • 2004
  • Nutrients behavior were investigated at a paddy fields area(Soro-ri) with large-scaled plots on loam soil during irrigation seasons of $2001\~2003$. The average concentration of TN, TDN and TDP in drainage water was higher than that in irrigation water. On the other hand, the average concentration TP in irrigation water was higher than in drainage water. The ratio of TDN to TN accounted (or over $90\%$ and the ratio of TDP to TP accounted for $50\~70\%$. Especially the ratio of TDP to TP in drainage water was higher than that in irrigation water, suggesting that much of particulate component was reduced due to sedimentation and adsorption in paddy fields plots. Overall, particulate phosphorus usually account for 44 to $77\%$ of tile total phosphorus during storm events.

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지하수위 예측기법을 활용한 지하댐 운영전략 (Operation Strategy of Groundwater Dam Using Estimation Technique of Groundwater Level)

  • 부성안;신상문;최용선;박재현;정교철;박창근
    • 한국관개배수논문집
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    • 제13권2호
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    • pp.236-245
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    • 2006
  • Among a number of methodologies for developing groundwater supply to overcome drought events reported in the research community, an accurate estimation of the groundwater level is an important initial issue to provide an efficient method for operating groundwater. The primary objective of this paper is to develop an advanced prediction model for the groundwater level in the catchment area of the Ssangcheon groundwater dam using precipitation based period dividing algorithm and response surface methodology (RSM). A numerical example clearly shows that the proposed method can effectively forecast groundwater level in terms of correlation coefficient ($R^2$) in the upstream part of the Ssangcheon groundwater dam.

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Comparison of the Indications and Treatment Results of Burr-Hole Drainage at the Maximal Thickness Area versus Twist-Drill Craniostomy at the Pre-Coronal Point for the Evacuation of Symptomatic Chronic Subdural Hematomas

  • Kim, Gi Hun;Kim, Bum-Tae;Im, Soo-Bin;Hwang, Sun-Chul;Jeong, Je Hoon;Shin, Dong-Seong
    • Journal of Korean Neurosurgical Society
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    • 제56권3호
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    • pp.243-247
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    • 2014
  • Objective : To analyze the clinical data and surgical results from symptomatic chronic subdural hematoma (CSDH) patients who underwent burr-hole drainage (BHD) at the maximal thickness area and twist-drill craniostomy (TDC) at the precoronal point. Methods : We analyzed data from 65 symptomatic CSDH patients who underwent TDC at the pre-coronal point or BHD at the maximal thickness area. For TDC, we defined the pre-coronal point to be 1 cm anterior to the coronal suture at the level of the superior temporal line. TDC was performed in patients with CSDH that extended beyond the coronal suture, as confirmed by preoperative CT scans. Medical records, radiological findings, and clinical performance were reviewed and analyzed. Results : Of the 65 CSDH patients, 13/17 (76.4%) with BHD and 42/48 (87.5%) with TDC showed improved clinical performance and radiological findings after surgery. Catheter failure was seen in 1/48 (2.4%) cases of TDC. Five patients (29.4%) in the BHD group and four patients (8.33%) in the TDC group underwent reoperations due to remaining hematomas, and they improved with a second operation, BHD or TDC. Conclusion : Both BHD at the maximal thickness area and TDC at the pre-coronal point are safe and effective drainage methods for symptomatic CSDHs with reasonable indications.

고속도로 현장별 비점오염 저감시설 선정방안 연구 (A Study for selecting the Highway Sites' Best Management Practice for Nonpoint Source Pollution)

  • 이용복;최상일;박계수;성일종;정선국
    • 환경영향평가
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    • 제20권6호
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    • pp.857-866
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    • 2011
  • This research categorized EIA target highways into following three types in order to minimize non-point source pollution from highway runoff. 1. Big drainage basin. 2. Small drainage basin. 3. Bridge section. The Natural, Filter and Swirl-Type devices were evaluated in terms of removal efficiency of TSS, BOD, COD, T-N, T-P, compatibility of site selection, economic feasibility, and maintenance convenience through which the final BMP was selected. According to the removal efficiency result, the area of Big and Small Drainage basin and bridge section had higher removal efficiency with natural facility than that of the Filter or Swirl-Type device. To make appropriate selection of highways'BMP for non-point source pollution, this study will aim to contribute to building more environmentally friendly highways by proposing the selection process that is made of 5 stages. 1. Selecting the target drainage basin. 2. Selecting the land for the mitigation facility. 3. Analysing the ease of maintenance. 4. Technically evaluating each installation. 5. Evaluating the effective implementation methods.

경상도 일대의 폐탄광 갱내수의 수질 특성 연구 (A Study on mine drainage characteristcs as abandoned Coal mine in Gyeongsang province)

  • 정영국;홍지혜;이동진;김정필;김대기;주상돈
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2008년도 추계 학술발표회
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    • pp.1440-1445
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    • 2008
  • There are 21 abondoned coal mines drained out mine water in gyeong sang do. We monitored the water quality of 31 mine drainage from 1995. The most of mine drainage was neutral as the average pH was 6.22 and Fe, Mn, Al concentration was below 10mg/L. The result showed the tendency of decreasing of flow and metal concentration. The highest Mn concentration was detected in bonghwa area and the hightest Fe concentration was detected in munkyung area. It means that the water quality is closly related to geological features.

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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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실내 모형토조실험에 의한 손상도별 수평배수공 유출량 측정을 통한 배수성능 평가 기준 제안 (A Study on the Evaluation Criteria of Drainage Performance by Measurement of Horizontal Drainage Flow Rate by Damage Degree by Interior Model Construction Experiment)

  • 최수환;이동혁;심정훈
    • 한국지반환경공학회 논문집
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    • 제24권1호
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    • pp.45-50
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    • 2023
  • 강우에 의한 비탈면 재해를 방지하기 위해서는 신속히 강우를 배제하는 것이 매우 중요하다. 국내에서는 지하수위를 낮추기 위한 방법으로 경제성과 시공성이 뛰어나고, 배수 성능이 좋은 수평배수공을 보편적으로 적용하고 있다. 그러나 현장에서 시공되는 수평배수공의 경우 다른 용수의 유무나 지반의 조건과 관계없이 획일적으로 시공되는 경우가 많으며, 유지관리가 원활하게 이루어지지 않고 있어 수평배수공의 배수 성능을 기대하기 힘든 경우가 많다. 이에 본 연구에서는 모형토조를 이용해 인공지반을 조성하여 수평배수공 실험을 수행하였다. 수평배수공 배수 면적을 일정량 통제해 통제면적 0%, 25%, 50%, 75% 상태의 수평배수공 유출량을 측정하였으며, 측정값과 설계 도서 등을 바탕으로 수평배수공을 정량적으로 평가할 수 있는 평가표(안)를 제안하여 현장적용이 가능한 기초자료로서 제안하고자 한다.

Assessing the Land Potential Utilization Status of Watershed Area

  • Malini, Ponnusarny;Park, Ki-Youn;Lee, Hye-Suk;Yoo, Hwan-Hee
    • 한국GIS학회:학술대회논문집
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    • 한국GIS학회 2008년도 공동추계학술대회
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    • pp.151-152
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    • 2008
  • The planning and management of the watershed environment require huge amount of information regarding almost all aspects of natural and manmade features of the area. Until lately this study could be achieved through days of exhaustive surveys map generation and tedious calculations. Remote sensing and GIS provides huge temporal database for an area and GIS provides the powerful tool for spatial and non-spatial analysis of remotely sensed data. The paper highlights the assessment of land potentiality using weighed overlay analysis with drainage density, soil, slope and lineament, LULC map was used to identify the utilization area of the watershed. The arithmetic overlay analysis was performed with potential and utilization layer to assess the availability of land for the future development.

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Geochemical transport and water-sediment partitioning of heavy metals in acid mine drainage, Kwangyang Au-Ag mine area, Korea

  • Jung, Hun-Bok;Yun, Seong-Taek;Kwon, Jang-Soon;Lee, Pyeong-Koo
    • 한국지하수토양환경학회:학술대회논문집
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    • 한국지하수토양환경학회 2003년도 추계학술발표회
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    • pp.409-412
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    • 2003
  • Total extraction of stream sediments in the Kwangyang mine area shows their significant pollution with most trace metals such as Cr, Co, Fe, Pb, Cu, Ni, Zn and Cd, due to sulfide oxidation in waste dumps. Calculations of enrichment factor shows that Chonam-ri creek sediments are more severely contaminated than Sagok-ri sediments. Using the weak acid (0.1N HCl) extraction and sequential extraction techniques, the transport and sediment-water partitioning of heavy metals in mine drainage were examined for contaminated sediments in the Chonam-ri and Sagok-ri creeks of the Kwangyang Au-Ag mine area. Calculated distribution coefficient (Kd) generally decreases in the order of Pb $\geq$Al > Cu > Mn > Zn > Co > Ni $\geq$ Cd. Sequential extraction of Chonam-ri creek sediments shows that among non-residual fractions the Fe-Mn oxide fraction is most abundant for most of the metals. This indicates that precipitation of Fe hydroxides plays an important role in regulating heavy metal concentrations in water, as shown by field observations.

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Impact of Bidirectional Interaction between Sewer and Surface flow on 2011 Urban Flooding in Sadang stream watershed, Korea

  • Pakdimanivong, Mary;Kim, Yeonsu;Jung, Kwansue;Li, Heng
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2015년도 학술발표회
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    • pp.397-397
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    • 2015
  • The frequency of urban floods is recently increased as a consequence of climate change and haphazard development in urban area. To mitigate and prevent the flood damage, we generally utilized a numerical model to investigate the causes and risk of urban flood. Contrary to general flood inundation model simulating only the surface flow, the model needs to consider flow of the sewer network system like SWMM and ILLUDAS. However, this kind of model can not consider the interaction between the surface flow and drainage network. Therefore, we tried to evaluate the impact of bidirectional interaction between sewer and surface flow in urban flooding analysis based on simulations using the quasi-interacted model and the interacted model. As a general quasi-interacted model, SWMM5 and FLUMEN are utilized to analyze the flow of drainage network and simulate the inundation area, respectively. Then, FLO-2D is introduced to consider the interaction between the surface flow and sewer system. The two method applied to the biggest flood event occurred in July 2011 in Sadang area, South Korea. Based on the comparison with observation data, we confirmed that the model considering the interaction the sewer network and surface flow, showed a good agreement than the quasi-interacted model.

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