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Geronimo, Franz Kevin F.,Maniquiz-Redillas, Marla C.,Kim, Lee-Hyung Balaban Publishers 2013 Desalination and water treatment Vol.51 No.19
<P> Stormwater best management practices (BMPs) commonly employ only one function that is sometimes insufficient to achieve its necessary efficiency. The method of integrating several functions of BMP technologies and incorporating them in one treatment system is referred to as hybrid BMP. This study developed, investigated, and compared the efficiency of two laboratory-scale hybrid BMP in reducing stormwater pollutants and runoff volume. The laboratory-scale hybrid BMPs developed were composed of treatment tanks arranged in series referred to as infiltration, storage or retention and final tanks that have different media configuration. Based on the results, both hybrid types were effectual in pollutant removal and flow volume reduction since both hybrid types significantly reduced the inflow volume and all pollutants including total suspended solids, chemical oxygen demand and total metals (p < 0.05). Hybrid type A was more advantageous for designs considering greater volume for groundwater recharge, less pollutant discharged to sewer systems and good removal efficiency for shorter hydraulic retention time. Meanwhile, hybrid type B was more appropriate for designs considering greater volume for stormwater reuse and less cost in terms of filter media usage. Depending on the design consideration, either one of the hybrid BMP types may be applicable. </P>
Nash Jett D.G. Reyes,Franz Kevin F. Geronimo,Marla Maniquiz-Redillas,홍정선,김이형 한국습지학회 2018 한국습지학회지 Vol.20 No.1
Laguna Lake is the largest inland fresh water body in the Philippines. It primarily serves as a site for aquaculture, hydropower, transportation, and water supply industries. Due to Laguna Lake’s diverse functionalities, competition among water users became prominent. Water quality began to deteriorate due to various pollutant contributions in this process, thereby affecting the soundness of the aquatic ecosystem. This study was conducted to evaluate the current water quality management policy from the viewpoint of ecological environment through the evaluation of the water quality of Laguna Lake. Concentrations of water pollutants such as ammonia (NH3), biochemical oxygen demand (BOD), chloride (Cl-), pH, and total suspended solids (TSS) exceeded the water quality standards of the Philippines’ Department of Environment and Natural Resources (DENR). The water quality of the lake was also affected by the pollutant load due to agriculture and urban stormwater runoff in the watershed. The salinity and contaminated water from Pasig River also affected the water quality of Laguna Lake. Long-term water quality analysis showed that the water quality of Laguna Lake is also influenced by rainfall-related seasonal variations. The results of the water quality analysis of Laguna Lake indicated that the environmental management techniques of the Philippines should be changed from the conventional water management into an integrated watershed management scheme in the future. It is therefore necessary to study and introduce advanced watershed management measures in the Philippines based from the policies of other developed countries.
Sher Bahadur Gurung,Franz Kevin F. Geronimo,최혜선,홍정선,김이형 한국습지학회 2018 한국습지학회지 Vol.20 No.1
Nutrients generated from various land uses lead to eutrophication during the influx of water, and it is necessary to apply the LID techniques to reduce nutrients from nonpoint sources in order to mitigate the occurrence of the algal bloom. This study was carried out to derive the design factors of hybrid artificial wetland (HCW) to increase the removal efficiency of nutrients. HCW system was constructed in the year 2010 for the treatment of rainfall runoffs from parking lots and roads composed of 100% impervious floors in the Cheonan campus of Kongju University. The average nutrients removal efficiency of TN and TP was 74% and 72%, respectively. Both TN and TP removal efficiencies were higher than those of free surface wetlands and subsurface flow wetlands due to activated physical and ecological mechanisms. The critical design parameters for the efficient nutrients removal in the artificial wetlands were the ratio of the surface area to the catchment area (SA/CA), land use, the rainfall runoff, and the rainfall intensity. The optimal carbon to nitrogen (C/N) ratio was estimated at 5: 1 to 10.3: 1. The results of this study can be applied to the efficient design of hybrid artificial wetlands to treat nutrients in urban runoff with high efficiency.
Status of Constructed Wetlands in Nepal : Recent Developments and Future Concerns
Sher Bahadur Gurung,Franz Kevin F. Geronimo,Soyoung Lee,Lee-Hyung Kim 한국습지학회 2017 한국습지학회지 Vol.19 No.1
네팔은 중국과 인도 사이에 위치한 남부 아시아의 내륙국가로 폐수관리는 도시지역에서 가장 중요한 문제 중 하나이 다. 네팔의 폐수처리 시스템은 비싼 운영비, 불연속적인 전력 공급, 유지관리 및 기술인력의 부족으로 인해 조성과 운 영이 어렵다. 이러한 이유로 인공습지는 폐수처리시설의 대안기술로써 다양한 지역에 적용되고 있다. 일반적으로 인공 습지 기술의 효율 지속 가능성은 적절한 운영과 유지관리 및 적극적인 지역사회 참여에 의존한다. 따라서 본 연구에서 는 26개의 인공습지에서의 제거 효율, 방류수질, 네팔 수질기준, 운영 및 유지관리 활동 등을 조사하고 문제점을 분석 하여 관리방안 등을 도출하였다. 오염물질당 제거효율은 ka-1의 인공습지가 가장 높은 것으로 나타났으며, B-1, L-3, Ka-5, k-1 순으로 높은 것으로 나타났다. 네팔의 인공습지 조성기술은 최근 20년간 기술개발 없이 전통적 방식에 의 존해온 결과 비효율적인 성능으로 인해 많은 습지가 가동이 중단되거나 폐쇄되는 것으로 나타났다. 또한 기술개발의 부족, 자연재해, 대중의 인공습지에 대한 낮은 인식 및 예산 부족 등은 인공습지의 지속적인 개발을 저해하고 있는 것 으로 조사되었지만, 인공습지는 네팔 도시지역의 폐수문제에 대한 해결방안으로 고려되고 있다. Nepal is a landlocked mountainous country in South Asia, located between China to the north and India to the south, east, and west. As such, wastewater management has become one of the most significant problems in urban area of Nepal. In Nepal, the centralized wastewater treatment systems were dysfunctional due to high cost of operation, discontinuous power supply, lack of proper maintenance and proper technical workforce to address the issues. As such, constructed wetlands (CW) were applied to treat various secondary wastewater as alternative to wastewater treatment facilities. Generally, efficiency and sustainability of CW technology depends on proper operation and maintenance and active community involvement. This study summarizes information about 26 CW in Nepal. Specifically, factors including data banking, removal efficiency, quality of discharged water, compliance to water quality standard of Nepal and operation and maintenance were investigated. Considering removal efficiency per pollutant, Ka-1 achieved the greatest reduction for most pollutant followed by B-1, L-3, Ka-5 and K-1. Nepal has practiced CW technology for more than 2 decades but currently, development of technology was interrupted by the inefficient performance of existing facilities. Public awareness about the technology, natural disaster, unavailability of specified substrate materials, lack of fund for further research and experiments has hindered the expansion of technology. In spite of these concerns, CW was still proven as an alternative solution to the present wastewater problems in urban areas of Nepal.
Characteristics of stormwater runoff from urbanized areas
Jean Margaret R. Mercado,Franz Kevin F. Geronimo,최지연,송용선,김이형 한국습지학회 2012 한국습지학회지 Vol.14 No.2
도시화된 토지이용은 불투수율이 높고 인간에 의한 활동으로 인하여 강우시 다량의 비점오염물질이 유출 되어 지표수 및 지하수에 영향을 끼친다. 이러한 포장지역의 비점오염물질로 인한 수질오염을 저감하기 위하여 환경부는 수질오염총량제도 및 개발사업에 대한 비점오염 저감시설 설치신고 제도를 도입하여 운영 중에 있다. 그러나 비점오염저감시설의 규모 및 저감기능 설계를 위해서는 유출특성 분석이 필요하나 현재 기초자료가 부족 하여 원단위 산정 등에 애로점으로 남아있다. 따라서 본 연구에서는 원단위 산정 및 저감시설의 규모산정에 필요 한 강우유출수 특성과 EMC를 제시하고자 한다. 모니터링은 도로 및 주차장에서 3년간 총 30개의 강우사상에 대 하여 수행되었다. 초기강우 유출현상은 강우 시작 후 30분 동안 매우 분명하게 나타났으며, 유출수의 농도에 영 향을 미치는 인자는 강우량, 유역면적, 토지이용, 지리 및 지형적 특성으로 분석되었다. 본 연구결과는 향후 포장 지역의 원단위 산정 및 저감시설 설계시 기초자료로써 활용가능할 것으로 판단된다.