• Title/Summary/Keyword: Rainfall Rate

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Comparison of Solid Waste Stabilization and Methane Emission from Anaerobic and Semi-Aerobic Landfills Operated in Tropical Condition

  • Sutthasil, Noppharit;Chiemchaisri, Chart;Chiemchaisri, Wilai;Wangyao, Komsilp;Towprayoon, Sirintornthep;Endo, Kazuto;Yamada, Masato
    • Environmental Engineering Research
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    • v.19 no.3
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    • pp.261-268
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    • 2014
  • Leachate quality and methane emission from pilot-scale lysimeters operated under semi-aerobic and anaerobic conditions were monitored for 650 days. Two semi-aerobic lysimeters were filled with un-compacted and compacted municipal solid wastes whereas two anaerobic lysimeters containing compacted wastes were operated with leachate storage at 50% and 100% of waste height, respectively. Despite having high moisture in wastes and operating under tropical rainfall events, leachate stabilization in semi-aerobic lysimeters took place much faster resulting in BOD reduction by 90% within 60 days, significantly shorter than 180-210 days observed in anaerobic lysimeters. Nitrogen concentration in leachate from semi-aerobic lysimeter could be reduced by 90%. In term of gas emission, semi-aerobic lysimeter with un-compacted wastes had much lower methane emission rate of $2.8g/m^2/day$ compare to anaerobic lysimeters ($62.6g/m^2/day$) through seasonal fluctuation was observed. Nevertheless, semi-aerobic lysimeter with waste compaction has similar performance to anaerobic lysimeter.

Storage Rate Estimation of Irrigation Reservoir by Long term Rainfall-Runoff Modeling (장기유출모의를 통한 농업용저수지 저수율 예측)

  • Park, Jong-Pyo;Jeong, Soon-Chan;Yu, Chang-Hwan;Won, Chang-Yeon
    • Proceedings of the Korea Water Resources Association Conference
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    • 2012.05a
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    • pp.321-326
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    • 2012
  • 장기유출모형을 이용하여 농업용저수지 유입량을 예측하고 농업용수 필요수량 및 홍수기 저수지 홍수조절을 통한 방류량 데이터를 이용하여 장기간에 대한 농업용저수지 저수율을 계산하였다. 계산결과와 실측 저수율 데이터의 비교 검증을 통하여 모형의 적용성을 평가하였다. 대상유역은 담양댐 지점이며 유역면적은 $47.2km^2$ 이며 주 하천 연장은 12.0km 이다. 담양댐은 저수용량에 비하여 유역면적이 작기 때문에 댐 계획 당시 순창군 구림면에 유역면적 $18.4km^2$ 인 2개의 보를 축조하여 유역변경방식으로 간접유역 유출량을 비관개기 및 홍수시에 도수하며 최대 도수량은 $10m^3/s$이다. 장기유출모의는 한국수자원공사(2001)에서 수행한 전역최적화기법인 콤플렉스 혼합진화기법을 통하여 추정된 나주지점의 모형보정 성과를 활용하였으며 모의기간은 1981-2010년(30년)이다. 장기유출모의 결과 담양댐 유역의 평균 유출율은 67% 인 것으로 분석되었다. 농업용수 필요수량은 한국농촌공사에서 산정한 연도별 필요수량 산정결과를 이용하여 실측 농업용수 월별 방류량 자료를 기준으로 관개개간인 4월 21일-9월 20일(163일)동안 월별로 분배하여 적용하였다. 홍수조절은 기존 댐 상시만수위, 홍수기제한수위 데이터를 근거로 운영하였다. 일별저수지 운영모형은 미공병단의 HEC-5 모형을 이용하였으며 한국농어촌공사 농촌용수종합 정보시스템(RAMIS)의 댐 일별 저수율 현황과 기존저수지 일별 저수지 모의운영결과를 비교 검증하였다. 모형수행결과 실측저수율과 모형수행결과의 상관계수는 0.93 인 것으로 분석되었다. 연구결과, 장기유출모의 결과와 연계하여 농업용수, 하천유지용수, 홍수조절을 고려한 저수지 운영을 통하여 비교적 정확하게 농업용저수지 저수율을 예측할 수 있을 것으로 판단된다. 본 연구성과를 바탕으로 농업용저수지의 장기적인 용수수급현황을 예측하여 효율적인 용수공급계획을 수립할 수 있을 것으로 기대된다.

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Hydrograph Separation Using EMMA Model for the Coniferous Forest Catchment in Gwangneung Gyeonggido, Republic of Korea (I) - Determination of the End Members and Tracers -

  • Kim, Kyongha;Yoo, Jae-Yun;Jun, Jae-Hong;Choi, Hyung Tae;Jeong, Yong-Ho
    • Journal of Korean Society of Forest Science
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    • v.95 no.5
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    • pp.556-561
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    • 2006
  • This study was conducted to choose end-members and tracers for application of End Member Mixing Analysis (EMMA) model for the coniferous forest catchment, Gwangneung Gyeongi-do near Seoul metropolitan of South Korea (N $37^{\circ}$ 45', E $127^{\circ}$ 09'). This coniferous forest of Pinus Korainensis and Abies holophylla was planted at stocking rate of $3.0stems\;ha^{-1}$ in 1976. Thinning and pruning were carried out two times in the spring of 1996 and 2004 respectively. We monitored two successive rainfall events during ten days from June 26, 205 to July 5, 2005. Two storm events were selected to determine the end members and natural traces for hydrograph separation. The event 1 amounts to 161.9 m for two days from June 26 to 27, 2005. The event 2 precipitates to 139.2 mm for one day of July 1, 205. Throughfall, groundwater, soil water and stream water of the two events above were sampled through the bulk and automatic sampler. Their chemical properties were analyzed for prediction of the main tracer. The end members that contribute to the stream runoff were identified from the three components including groundwater, soil water and throughfall. Each component and stream water in the two events formed the suitable mixing diagram in case of chloride-nitrate ion and sulfate-potassium ion. Especially, chloride-nitrate ion was found to be the most suitable tracers for EMMA model in the two events.

Spatially Distributed Model for Soil Loss Vulnerability Assessment in Mekong River Basin

  • Thuy, H.T.;Lee, Giha;Lee, Daeeop;Sophal, Try
    • Proceedings of the Korea Water Resources Association Conference
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    • 2016.05a
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    • pp.188-188
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    • 2016
  • The Mekong which is one of the world's most significant rivers plays an extremely important role to South East Asia. Lying across six riparian countries including China, Myanmar, Thailand, Laos, Cambodia and Vietnam and being a greatly biological and ecological diversity of fishes, the river supports a huge population who living along Mekong Basin River. Therefore, much attention has been focused on the giant Mekong Basin River, particularly, the soil erosion and sedimentation problems which rise critical impacts on irrigation, agriculture, navigation, fisheries and aquatic ecosystem. In fact, there have been many methods to calculate these problems; however, in the case of Mekong, the available data have significant limitations because of large area (about 795 00 km2) and a failure by management agencies to analyze and publish of developing countries in Mekong Basin River. As a result, the Universal Soil Loss Equation (USLE) model in a GIS (Geographic Information System) framework was applied in this study. The USLE factors contain the rainfall erosivity, soil erodibility, slope length, steepness, crop management and conservation practices which are represented by raster layers in GIS environment. In the final step, these factors were multiplied together to estimate the soil erosion rate in the study area by using spatial analyst tool in the ArcGIS 10.2 software. The spatial distribution of soil loss result will be used to support river basin management to find the subtainable management practices by showing the position and amount of soil erosion and sediment load in the dangerous areas during the selected 56- year period from 1952 to 2007.

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Analysis of Rainfall-Distribution-Runoff Rate During the Flood Gate Outflow Period After Completion of Daecheong Dam Construction Project (대청댐 준공이후 수문방류기간중 강우량-강우분포-유출율 분석)

  • Kang, Kwon-Su;Lee, Kyu-Tak;Heo, Jun-Haeng
    • Proceedings of the Korea Water Resources Association Conference
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    • 2018.05a
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    • pp.358-358
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    • 2018
  • 대청댐은 준공이후 현재까지 37년의 수문자료가 축적되었으며 총 43회의 수문방류를 하여 연간 1.16회의 수문방류를 시행하였다. 본 연구에서는 그동안 수문방류와 지속적으로 최신화한 K-water 저류함수법을 이용하여 수문방류기간중 총강우량 현황과 강우량에 따른 11개의 강우분포형(증가, 감소, 증가감소, 균일, 감소증가, 증가계단, 감소계단, Huff1, Huff2, Huff3, Huff4)의 현황분석, 강우량별 분포형별 유출율을 분석하여 금년도 및 향후 발생이 예상되는 홍수시 수문방류결정에 활용하기 위함이다. 홍수발생 원인을 살펴보면 홍수기 초반에는 장마전선으로 인한 강우가 원인이며, 장마가 끝난 7월말~8월경에는 태풍의 영향을 받는다. 또한, 최근 엘리뇨 및 라니냐 현상의 출현에 따른 기후변화 및 이상기후의 영향으로 예측이 어려운 국지성 돌발호우의 증가로 홍수관리에 어려움을 겪기도 한다. 그러나 최근 가뭄발생이 잦아 우리나라 전역에 가뭄피해가 발생하고 있으며 또한, 홍수기에도 많은 강우가 내리지 않아 2013년 이후에는 수문방류 실적이 전무한 편이다. 홍수로 인한 재해는 인명피해 및 재산피해를 동반하는 우리나라에서 가장 심각한 재해중의 하나이며, 재해예방을 위한 홍수예보는 강우예측과 유출해석으로 나뉠 수 있다. 강우예측은 정교한 강우모형과 기상전문가의 몫이며, 정확한 유출해석은 수문학자들에 의한 연구과제였다. 우리나라 홍수유출해석에 주로 사용되는 모형은 저류함수법이며, 1961년 일본의 Kimura에 의해 창안된 이래 여러 학자들에 의한 다각도의 모형개선을 통해 수차례 모형 성능 향상이 되었다. 그동안 축적된 홍수수문자료를 바탕으로 대청댐 준공이후 수문방류기간중 강우량-강우분포-유출율 관계를 통해 강우량별, 강우분포별, 매개변수별, 유출율, 홍수조절율에 대한 통계분석 및 상관분석을 시행하여 향후 발생가능한 홍수관련 업무에 활용하고자 한다. 또한, 수문방류기간중 호우원인(장마전선, 태풍, 국지성홍수 등)에 대한 분석을 시행하고 호우사상별 매개변수를 산정하여 해당 호우에 대한 특성을 파악하고자 한다.

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Settlement of Embankment and Foundation for Concrete Track of Gyungbu High Speed Railroad (II) (경부고속철도 콘크리트궤도 토공 및 원지반 침하 (II))

  • Kim, Dae-Sang;Park, Seong-Yong;Shin, Min-Ho;Lee, Hyeon-Jung;Kim, Hyun-Ki
    • Journal of the Korean Society for Railway
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    • v.10 no.5
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    • pp.457-462
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    • 2007
  • An application of concrete track is being activity processed for the construction of Korean railroad. The concrete track has an advantage to decrease the maintenance fee, but is very difficult to control the settlement of ground and embankment consisting of substructure of concrete track below the allowable settlement level. This is the reason why the measurement and evaluation of both ground and embankment settlement before the installation of the concrete track is very important. One ground, a lower subgrade, and five surface settlements are measured to understand the settlement behavior of ground and embankment settlement. The period to measure settlements was more than 1 year after the completion of embankment. In this test site, ground settlement was over during the construction of embankment, but the embankment settlement are being continuously proceeded after the completion of embankment. The settlement velocity gradually is slowing down as time goes by. This paper also analysed the reasons of abrupt settlement increase and concluded that the rainfall was one of the important reason to increase settlement rate.

A Review of Observed Climate Change in Korean Peninsula (한반도 지역 관측 기후변화 고찰)

  • Ho, Chang-Hoi;Lee, Min-Hee;Park, Tae-Won;Lee, Seungmin
    • Journal of Climate Change Research
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    • v.2 no.4
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    • pp.221-235
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    • 2011
  • This study summarizes previous studies on the climate change over Korea. Several studies on climate change in the neighboring countries as well as the entire globe are reviewed. Temperature data obtained from modern observational system show an increasing trend beyond the natural variations. The increasing rate of sea surface temperature (SST) over the ocean basins surrounding Korea is higher than that of the global-mean SST. The large increase in the SST over the oceans surrounding Korea may enhance tropical cyclone activity and heavy rainfall frequency in Korea. In addition, it has been reported that the changes in large scale circulation associated with global climate change influence the spatio-temporal variation of monsoon including Changma in summer and cold surges in winter. Although all researches on the subject were not fully discussed in this study due to short period of preparation, allowed pages, and authors' limited knowledge, we expect that this summarized reviews would be helpful to understand climate changes over Korea and the surrounding regions.

A Note on Estimating and Managing Groundwater Reserves (지하수 부존량 평가와 관리에 대한 소고)

  • Lee, Byung Sun;Park, Jong Hwan;Myoung, Wooho;Son, Joohyeong;Lee, Sanghaw;Shim, Gyuseong;Song, Sung-Ho
    • Journal of Soil and Groundwater Environment
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    • v.23 no.6
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    • pp.28-36
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    • 2018
  • This study was conducted to estimate groundwater reserves within a designated depth. Three methods were applied to one representative county in southern Gyeongsang province, South Korea, to estimate the groundwater reserves in the aquifers. Estimated amounts of groundwater reserves in the region ranged from $20.2{\times}10^9m^3$ to $68.7{\times}10^9m^3$ (average $37.9{\times}10^9m^3$). Groundwater recharge obtained with a recharge ratio of 16.6% was $1.1{\times}10^9m^3/year$. Exploitable groundwater with an assumption of decadal-cycle minimal rainfall of 977.0 mm/year was approximated as 72% ($0.8{\times}10^9m^3/year$) of the total replenished water by recharge. The volume of recharge and exploitable water accounted for only 1.1% and 0.8% of groundwater reserves, respectively, which indicates substantial capacity of the reservoir to supply groundwater in an event of unexpected droughts. Nonetheless, each groundwater well should strictly comply with its allocated pumping rate to avoid alluvial groundwater depletion.

Analysis of Liquefied Layer Activities Considering Erosion and Sedimentation of Debris Flow (토석류의 침식 및 퇴적을 고려한 유동층의 거동 분석)

  • Kim, Sungduk;Lee, Hojin
    • Journal of the Korean GEO-environmental Society
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    • v.20 no.4
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    • pp.23-29
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    • 2019
  • Heavy rainfall is in causing debris flow by recent climate change and causes much damage in the downstream. The debris flow from the mountainous area runs to the downstream, repeating sedimentation and erosion, and appears as a fluidized soil-water mixture. Continuity equation and momentum equation were applied to analyze the debris flow with strong mobility, and the sedimentation and erosion velocity with fine particle fractions were also applied. This study is to analyze the behavior of debris flow at the downstream end for the variation of the amount of sediments can occur in the upstream of the mountain. Analysis of sediment volume concentration at the downstream end of the channel due to the variance of the length of pavement of the granulated soils resulted in the higher the supply flow discharge and the longer the length of pavement, the greater the difference in the level of sediment concentration and the earlier the point of occurrence of the inflection point. The results of this study will provide good information for determining the erosion-sedimentation velocity rate which can detect erosion and sedimentation on steep slopes.

Effect of Salt Concentration and Turbidity on the Inactivation of Artemia sp. in Electrolysis UV, Electrolysis+UV Processes (해수의 염 농도와 탁도가 전기, UV 및 전기+UV 공정의 Artemia sp. 불활성화에 미치는 영향)

  • Kim, Dong-Seng;Park, Young-Seek
    • Journal of Environmental Science International
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    • v.28 no.3
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    • pp.291-301
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    • 2019
  • This study was conducted to investigate the effect of salt concentration and turbidity on the inactivation of Artemia sp. by electrolysis, UV photolysis, electrolysis+UV process to treat ballast water in the presence of brackish water or muddy water caused by rainfall. The inactivation at different salt concentrations (30 g/L and 3 g/L) and turbidity levels (0, 156, 779 NTU) was compared. A decrease in salt concentration reduced RNO (OH radical generation index) degradation and TRO (Total Residual Oxidant) production, indicating that a longer electrolysis time is required to achieve a 100% inactivation rate in electrolysis process. In the UV process, the higher turbidity results in lower UV transmittance and lower inactivation efficiency of Artemia sp. Higher the turbidity resulted in lower ultraviolet transmittance in the UV process and lower inactivation efficiency of Artemia sp. A UV exposure time of over 30 seconds was required for 100% inactivation. Factors affecting inactivation efficiency of Artemia sp. in low salt concentration are in the order: electrolysis+UV > electrolysis > UV process. In the case of electrolysis+UV process, TRO is lower than the electrolysis process, but RNO is more decomposed, indicating that the OH radical has a greater effect on the inactivation effect. In low salt concentrations and high turbidity conditions, factors affecting Artemia sp. inactivation were in the order electrolysis > electrolysis+UV > UV process. When the salt concentration is low and the turbidity is high, the electrolysis process is affected by the salt concentration and the UV process is affected by turbidity. Therefore, the synergy due to the combination of the electrolysis process and the UV process was small, and the inactivation was lower than that of the single electrolysis process only affected by the salt concentration.