RISS 학술연구정보서비스

검색
다국어 입력

http://chineseinput.net/에서 pinyin(병음)방식으로 중국어를 변환할 수 있습니다.

변환된 중국어를 복사하여 사용하시면 됩니다.

예시)
  • 中文 을 입력하시려면 zhongwen을 입력하시고 space를누르시면됩니다.
  • 北京 을 입력하시려면 beijing을 입력하시고 space를 누르시면 됩니다.
닫기
    인기검색어 순위 펼치기

    RISS 인기검색어

      KCI등재

      Comparison of nutrient removal efficiency of an infiltration planter and an infiltration trench

      한글로보기

      https://www.riss.kr/link?id=A106454950

      • 0

        상세조회
      • 0

        다운로드
      서지정보 열기
      • 내보내기
      • 내책장담기
      • 공유하기
      • 오류접수

      부가정보

      다국어 초록 (Multilingual Abstract)

      Nutrients in stormwater runoff have raised concerns regarding water quality degradation in the recent years. Low impact development (LID) technologies are types of nature-based solutions developed to address water quality problems and restore the pred...

      Nutrients in stormwater runoff have raised concerns regarding water quality degradation in the recent years. Low impact development (LID) technologies are types of nature-based solutions developed to address water quality problems and restore the predevelopment hydrology of a catchment area. Two LID facilities, infiltration trench (IT) and infiltration planter (IP), are known for their high removal rate of nutrients through sedimentation and vegetation. Long-term monitoring was conducted to assess the performance and cite the advantages and disadvantages of utilizing the facilities in nutrient removal. Since a strong ionic bond exists between phosphorus compounds and sediments, reduction of total phosphorus (TP) (more than 76%), in both facilities was associated to the removal of total suspended solids (TSS) (more than 84%). The efficiency of nitrogen in IP is 28% higher than IT. Effective nitrification occurred in IT and particulate forms of nitrogen were removed through sedimentation and media filters. Decrease in ammonium- nitrogen (NH4-N) and nitrite-nitrogen (NO2-N), and increase in nitrate-nitrogen (NO3-N) fraction forms indicated that effective nitrification and denitrification occurred in IP. Hydrologic factors such as rainfall depth and rainfall intensity affected nutrient treatment capabilities of urban stormwater LID facilities The greatest monitored rainfall intensity of 11 mm/hr for IT yielded to 34% and 55% removal efficiencies for TN and TP, respectively, whereas, low rainfall intensities below 5 mm resulted to 100 % removal efficiency. The greatest monitored rainfall intensity for IP was 27 mm/hr, which still resulted to high removal efficiencies of 98% and 97% for TN and TP, respectively. Water quality assessment showed that both facilities were effective in reducing the amount of nutrients; however, IP was found to be more efficient than IT due to its additional provisions for plant uptake and larger storage volume.

      더보기

      참고문헌 (Reference)

      1 Maniquiz-Redillas, M. C., "Understanding the factors influencing the removal of heavy metals in urban stormwater runoff" 73 (73): 2921-2928, 2016

      2 Geronimo, F. K. F., "Treatment of parking lot runoff by a tree box filter" 51 (51): 4044-4049, 2013

      3 APHA, "Standard methods for the examination of water and wastewater" APHA, AWWA & WEF 1992

      4 Yang, Y. Y., "Sources and mechanisms of nitrate and orthophosphate transport in urban stormwater runoff from residential catchments" 112 : 176-184, 2017

      5 Kim, L. H., "Sediment characteristics, phosphorus types and phosphorus release rates between river and lake sediments" 50 (50): 53-61, 2003

      6 Fletcher, T. D., "SUDS, LID, BMPs, WSUD and more–The evolution and application of terminology surrounding urban drainage" 12 (12): 525-542, 2015

      7 Chow, M. F., "Relationship between sediment build-up characteristics and antecedent dry days on different urban road surfaces in Malaysia" 12 (12): 240-247, 2015

      8 Mangangka, I. R., "Performance characterisation of a stormwater treatment bioretention basin" 150 : 173-178, 2015

      9 N. J. D.G. Reyes, "Performance assessment of an urban stormwater infiltration trench considering facility maintenance" 한국습지학회 20 (20): 424-431, 2018

      10 Akan, A. O., "Modified rational method for sizing infiltration structures" 29 (29): 539-542, 2002

      1 Maniquiz-Redillas, M. C., "Understanding the factors influencing the removal of heavy metals in urban stormwater runoff" 73 (73): 2921-2928, 2016

      2 Geronimo, F. K. F., "Treatment of parking lot runoff by a tree box filter" 51 (51): 4044-4049, 2013

      3 APHA, "Standard methods for the examination of water and wastewater" APHA, AWWA & WEF 1992

      4 Yang, Y. Y., "Sources and mechanisms of nitrate and orthophosphate transport in urban stormwater runoff from residential catchments" 112 : 176-184, 2017

      5 Kim, L. H., "Sediment characteristics, phosphorus types and phosphorus release rates between river and lake sediments" 50 (50): 53-61, 2003

      6 Fletcher, T. D., "SUDS, LID, BMPs, WSUD and more–The evolution and application of terminology surrounding urban drainage" 12 (12): 525-542, 2015

      7 Chow, M. F., "Relationship between sediment build-up characteristics and antecedent dry days on different urban road surfaces in Malaysia" 12 (12): 240-247, 2015

      8 Mangangka, I. R., "Performance characterisation of a stormwater treatment bioretention basin" 150 : 173-178, 2015

      9 N. J. D.G. Reyes, "Performance assessment of an urban stormwater infiltration trench considering facility maintenance" 한국습지학회 20 (20): 424-431, 2018

      10 Akan, A. O., "Modified rational method for sizing infiltration structures" 29 (29): 539-542, 2002

      11 Mercado, J. M. R., "Laboratory study on the clogging potential of a hybrid best management practice" 53 (53): 3126-3133, 2015

      12 Khatri, N., "Influences of natural and anthropogenic factors on surface and groundwater quality in rural and urban areas" 8 (8): 23-39, 2015

      13 Brown, R. A., "Improving bioretention/biofiltration performance with restorative maintenance" 65 (65): 361-367, 2012

      14 Dierkes, C., "General technical approvals for decentralised sustainable urban drainage systems (SUDS)―The current situation in Germany" 7 (7): 3031-3051, 2015

      15 Maniquiz, M. C., "Flow and mass balance analysis of eco-bio infiltration system" 6 (6): 612-619, 2012

      16 Hatt, B. E., "Filter media for stormwater treatment and recycling: the influence of hydraulic properties of flow on pollutant removal" 54 (54): 263-271, 2006

      17 Jiang, C., "Field performance of bioretention systems for runoff quantity regulation and pollutant removal" 228 (228): 468-, 2017

      18 Chen, Y., "Evaluation of the different filter media in vertical flow stormwater wetland" 51 (51): 4097-4106, 2013

      19 Oregon State University, "Evaluation of Best Management" Transportation Research Board 2006

      20 Jean Margaret R. Mercado, "Characteristics of stormwater runoff from urbanized areas" 한국습지학회 14 (14): 159-168, 2012

      21 Fadiran, A. O., "A comparative study of the phosphate levels in some surface and ground water bodiesof Swaziland" 22 (22): 2008

      더보기

      분석정보

      View

      상세정보조회

      0

      Usage

      원문다운로드

      0

      대출신청

      0

      복사신청

      0

      EDDS신청

      0

      동일 주제 내 활용도 TOP

      더보기

      주제

      연도별 연구동향

      연도별 활용동향

      연관논문

      연구자 네트워크맵

      공동연구자 (7)

      유사연구자 (20) 활용도상위20명

      인용정보 인용지수 설명보기

      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2026 평가예정 재인증평가 신청대상 (재인증)
      2020-01-01 평가 등재학술지 유지 (재인증) KCI등재
      2017-01-01 평가 등재학술지 유지 (계속평가) KCI등재
      2013-01-01 평가 등재 1차 FAIL (등재유지) KCI등재
      2011-07-29 학술지명변경 외국어명 : Journal of Korean Wetlands Society journal -> Journal of Wetlands Researh KCI등재
      2011-07-12 학술지명변경 외국어명 : Journal of Korean Wetlands Society -> Journal of Korean Wetlands Society journal KCI등재
      2010-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      2009-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2007-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
      더보기

      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.38 0.38 0.39
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.39 0.42 0.52 0.16
      더보기

      이 자료와 함께 이용한 RISS 자료

      나만을 위한 추천자료

      해외이동버튼