• Title/Summary/Keyword: 진위천

Search Result 29, Processing Time 0.023 seconds

Evaluation of Discharge-Water Quality Characteristics and River Grade Classification of Jinwi River Unit Basin (진위천 단위유역의 유량-수질 특성 및 하천 등급화 평가)

  • Cho, Yong-Chul;Choi, Jin-Woo;Noh, Changwan;Kwon, Phil-Sang;Kim, Sang-hun;Yu, Soonju
    • Journal of Environmental Impact Assessment
    • /
    • v.27 no.6
    • /
    • pp.704-716
    • /
    • 2018
  • The aim of this study is to examine the characteristics analysis of the discharge and water quality based on TPLMS (Total Pollution Load Management System) in the Jinwi River unit basin, and to propose a management plan by selecting the point that needs improvement of water quality in order to achieve the target water quality. We evaluated the discharge and water quality characteristics, statistical analysis, daily delivery load and daily delivery density, grade classification, for 14 total pollution load site's from 2014 to 2016 year in Jinwi river unit basin. The average discharge of Jinwi river unit basin is $22.411m^3/s$ and discharge of Hwangguji River is 32.8% and the water quality characteristics along the tributary river were clarified spatially. As the result, it was analyzed that Seongeun River is an indirect indicator of organic pollutants, Gwanri River is a seasonal factor, Osan River and Hwangguji River both affect water quality. Estimation of delivered pollutant loads at the HG-3 site was 6,470.4 BOD kg/day, 6,846.7 TN kg/day and delivered pollutant loads density increased to $220.9BOD\;kg/day/km^2$, $22.4TP\;kg/day/km^2$ at the HG-4 site. This result demonstrates that the total pollution load site needed to improve water quality of the Jinwi River unit basin was HG-3 site.

Modeling Rainfall - Runoff Simulation System of JinWie Watershed using GIS based HEC-HMS Model (GIS 기반의 HEC - HMS를 이용한 진위천 유역의 강우-유출모형 구성)

  • Kim, Sang-Ho;Park, Min-Ji;Kang, Soo-Man;Kim, Seong-Joon
    • Journal of the Korean Association of Geographic Information Studies
    • /
    • v.9 no.4
    • /
    • pp.119-128
    • /
    • 2006
  • The purpose of this study is to prepare input data for FIA (flood inundation analysis) and FDA (flood damage assessment) through rainfall-runoff simulation by HEC-HMS model. For Jinwie watershed ($737.7km^2$), HEC-HMS was calibrated using 6 storm events. Geospatial data processors, HEC-GeoHMS is used for HEC-HMS input data. The parameters of rainfall loss rate and unit hydrograph are optimized from the observed data. The results will be used for river routing and inundation propagation analysis for various flood scenarios.

  • PDF

Evaluation of the Development and Reduction Scheme under Implementation Plan of Total Maximum Daily Loads in the Jinwi Watershed (진위천 수계의 수질오염총량제 시행에 따른 지역개발과 삭감계획 평가)

  • Han, Mideok;Ahn, Ki Hong;Ryu, Jichul;Son, Jeeyong;Park, Bae Kyung;Kim, Young Seok
    • Journal of Korean Society of Environmental Engineers
    • /
    • v.36 no.6
    • /
    • pp.451-459
    • /
    • 2014
  • The development and reduction scheme under implementation plan of TMDLs were performed in the Jinwi watershed including 8 cities (Gunpo, Yongin, Suwon, Anseong, Osan, Uiwang, Pyeongtaek and Hwaseong) since 2012. Progress of the annual development schemes was faster than the reduction schemes in most of the cities during the planning period. Main load reduction methods included establishment and enlargement of sewage treatment plants, resources of livestock excretions, and introduction of best management practices of non-point source pollution. Especially, reduction load using recycling and composting of livestock excretions comprised 34.1% of all reduction load. It is necessary to implement methodical development and reduction scheme for making of successful performance of TMDLs and water quality improvement in the Jinwi watershed.

A Study on the Mitigation of Inundation Damage Using Flood Inundation Analysis Model FLUMEN - For the Part of Jinwicheon Reach - (홍수범람해석모형을 이용한 침수피해 저감방안 연구 - 진위천 하천구간을 대상으로 -)

  • Kang, Su-Man;Park, Min-Ji;Kim, Sang-Ho;Kim, Seong-Joon
    • Proceedings of the Korea Water Resources Association Conference
    • /
    • 2007.05a
    • /
    • pp.815-819
    • /
    • 2007
  • 최근 기록적인 집중호우와 태풍으로 인해 홍수의 피해가 점점 증가하고 있다. FLUMEN과 같은 홍수범람 해석 모형을 이용한 비구조적인 홍수대책들은 홍수 피해를 확실히 경감시켜줄 수 있다. 본 연구에서는 FLUMEN 모형의 적용성을 검토하여 홍수피해 저감방안을 제시하였다. 천수방정식을 지배방정식으로 하고 유한체적법에 기반을 둔 이 모형을 대상유역으로 진위천 구간을 선정하여 적용하였다. 1998년 8월 7일${\sim}$9일에 발생했던 실제 강우사상으로 적용성을 검토하였으며, 침수실적도와 모의범람면적을 비교하였을 때 미미한 차이를 보였다. 적용성 검증 후, 빈도별 홍수범람 모의를 실시하였으며, 200년 빈도의 홍수량에 대하여 2가지 경감대책(제방의 보축, 상류 유입부 천변저류지)에 대하여 범람모의 하였다.

  • PDF

Risk assessment for water quality of a river using QUAL2E model (QUAL2E 모형을 이용한 하천수질의 위해성평가)

  • Kim, Jungwook;Kim, Yonsoo;Kang, Narae;Jung, Jaewon;Kim, Soojun;Noh, Huiseong;Kim, Hung Soo
    • Journal of Wetlands Research
    • /
    • v.16 no.3
    • /
    • pp.441-450
    • /
    • 2014
  • In this study, we consider ability of self-purification for a rational water quality management. And we assess the risk of Alkyl Benzene Sulfonic acid sodium salt(ABS) of harmful ingredients in Anseong Cheon watershed using QUAL2E model. The observations and simulated results were fitted well for BOD and ABS, but even though the trend of DO concentration change was well represented, the error between observation and simulation values was existed. We assessed the Risk assessment by calculating Risk quotient(RQ) by Predicted Exposure Concentration(PEC) and Predicted No-Effect Concentration(PNEC). Results of the impact of ABS on the self-purification of the river were Anseongcheon[0.0003(Bressan), 0.06(Criteria of Ministry of environment)], Jinwicheon[0.0002(Bressan), 0.04(Criteria of Ministry of environment). And result of the impact of ABS on the Aquatic ecosystem of the river were Anseongcheon[0.0667(Bressan), 0.005(Criteria of Ministry of environment)], Jinwicheon[0.1(Bressan), 0.0075(Criteria of Ministry of environment). All of these results were smaller than the 1.0 which is the reference value suggested by Norification No.30 of the National Institute of Environment Research. So, ABS did not affect a self-purification and aquatic ecosystem of the river. The method suggested in the study is a simple one and can provide more information for harmful ingredients than criteria of Ministry of environment.

Analysis of Flow Characteristics Using River Morphological Complexity Scenario (하천복잡도 시나리오를 이용한 흐름특성 모의 분석)

  • Lee, Ji-Wan;Jung, In-Kyun;Park, Jong-Yoon;Jung, Chung-Gill;Lee, Mi-Seon;Kim, Seong-Joon
    • Proceedings of the Korea Water Resources Association Conference
    • /
    • 2011.05a
    • /
    • pp.141-141
    • /
    • 2011
  • 생태적 기능이 담보되는 하안의 조성 및 복원은 필연적으로 하안공간에서 물리적 구조변화를 야기한다. 이러한 하안공간의 물리적 구조변화는 장기적으로 구간에서의 생태적 기능뿐만 아니라 단기적으로 하천의 수리특성변화를 야기한다. 이러한 수리특성변화는 복원구간에서의 생태적 기능에 직접적인 영향을 준다. 하천복잡도에 따른 수리특성의 변화는 자연형 하천복원에 영향을 주는 변수이므로 이들 변화를 예측할 수 있는 하천복잡도 시나리오의 수립은 매우 중요하다. 따라서 본 연구에서는 2차원 하상변동 수치모형인 CCHE2D 모형을 이용하여 하천유형에 따른 수리특성을 분석하고자 하였다. 하천복잡도 시나리오는 Rosgen (1994)에 의해 제안된 하천분류방법과 유량크기별 모의 시나리오를 작성하여 모델에 적용하였다. 연구대상지역은 안성천유역의 오산천과 진위천으로 하천분류결과 크게 C유형과 E 유형으로 분류되었다. 분류된 유형의 수리특성 분석을 위해 C 유형의 구간중 진위천 본류구간과 통삼천의 만곡구간을 선정하여 모형을 구동하였다. 모형의 입력자료인 유한요소망은 하천정비기본계획의 부도를 이용하여 생성하였으며 모델의 경계입력자료는 WMS HEC-1의 유출량 결과 자료를 사용하였다. 빈도별 강우량 자료를 Huff의 4분위 법을 적용하여 24시간으로 분포화하여 빈도별, 구간별 유출량 자료를 구축하여 모의 하였다. 선정한 하천유형구간에 대하여 유량크기별 수위, 유속, 한계유속, 소류력에 대한 흐름특성분석을 실시하였으며, 조도계수의 변화에 따른 흐름특성 변화를 분석하였다.

  • PDF

Stream Type Classification and 2-Dimensional Hydraulic Characteristics and Bed Change in Anseongcheon Streams and Tributaries (안성천 중소하천의 하천분류 및 2차원 수리특성, 하상변동 모의)

  • Lee, Ji-Wan;Lee, Mi-Seon;Jung, In-Kyun;Park, Geun-Ae;Kim, Seong-Joon
    • Journal of the Korean Association of Geographic Information Studies
    • /
    • v.14 no.4
    • /
    • pp.77-91
    • /
    • 2011
  • This study tries to find a streambed scouring and sedimentation characteristics through the Rosgen(1994)'s stream classification system while experiencing several flood events. The Jinwee and Osan streams, the tributaries of Anseongcheon were selected. The streams showed type C or type E. By the classification results, two Type C tributaries one Type C stream and one Type E tributary were selected. For the four selected stream reaches, the analysis of streambed change was implemented by using numerical model CCHE2D (Center for Computational Hydroscience and Engineering). To prepare the inlet boundary conditions of each stream, the WMS (Watershed Modeling System) HEC-1 was used and the streamflows of 50, 80, and 100-year return period were generated and the outlet boundary was set to an open boundary condition. The simulation results showed that when the flood pulse periodically the streambed changes also appears regularly. The results can be used to acquire the basic data for stream restoration.