• Title/Summary/Keyword: artificial rainfall

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Reliability evaluations of time of concentration using artificial neural network model -focusing on Oncheoncheon basin- (인공신경망 모형을 이용한 도달시간의 신뢰성 평가 -온천천 유역을 대상으로-)

  • Yoon, Euihyeok;Park, Jongbin;Lee, Jaehyuk;Shin, Hyunsuk
    • Journal of Korea Water Resources Association
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    • v.51 no.1
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    • pp.71-80
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    • 2018
  • For the stream management, time of concentration is one of the important factors. In particular, as the requirement about various application of the stream increased, accuracy assessment of concentration time in the stream as waterfront area is extremely important for securing evacuation at the flood. the past studies for the assessment of concentration time, however, were only performed on the single hydrological event in the complex basin of natural streams. The development of a assessment methods for the concentration time on the complex hydrological event in a single watershed of urban streams is insufficient. Therefore, we estimated the concentration time using the rainfall- runoff data for the past 10 years (2006~2015) for the Oncheon stream, the representative stream of the Busan, where frequent flood were taken place by heavy rains, in addition, reviewed the reliability using artificial neural network method based on Matlab. We classified a total of 254 rainfalls events based on over unrained 12 hours. Based on the classification, we estimated 6 parameters (total precipitation, total runoff, peak precipitation/ total precipitation, lag time, time of concentration) to utilize for the training and validation of artificial neural network model. Consequently, correlation of the parameter, which was utilized for the training and the input parameter for the predict and verification were 0.807 and 0.728, respectively. Based on the results, we predict that it can be utilized to estimate concentration time and analyze reliability of urban stream.

Comparison and Management of Water Purification Efficiency of Artificial Wetland according to Inflow Water Conditions: Focusing on the Gyeongancheon Basin (유입수 조건에 따른 인공습지 수질 정화효율 비교: 경안천 유역을 중심으로)

  • Seol Jun Lee;Beomjin Eun;Jong Hwan Kim;I Song Choi;Jong-Min Oh
    • Korean Journal of Ecology and Environment
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    • v.57 no.1
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    • pp.28-38
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    • 2024
  • In this study, in order to analyze the water purification efficiency according to the influent water conditions of artificial wetlands, the purification efficiency was compared at two points where sewage treatment water flows in and one point where good effluent flows in. As a result of reviewing the results of the analysis of influent and effluent and the removal efficiency, the T-N and T-P removal efficiency was calculated at 54.7% and 77.4%, respectively, for the two points where sewage treatment water was treated, the treatment efficiency of SS 90.8%, BOD 51.1%, TOC 30.6%, T-N 38.8%, T-P 55.3% was shown. As a result, the efficiency of removing pollutants in the artificial wetland was found to be proportional to the concentration of influent water, and in order to create an efficient artificial wetland, it is judged that thorough review and management at the design stage are necessary considering that the removal efficiency of high-concentration contaminated water was high.

Water Ouantity/Quality Analysis and Pollutants Load Estimation in Sillicheon River, Jumunjin, Gangneung (강릉 신리천의 수량 수질 분석 및 오염부하량 추정)

  • Cho Hong Yeon;Kim Chang Il;Lee Dal Soo
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.16 no.4
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    • pp.196-205
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    • 2004
  • Water qualities (WQ) were measured biweekly from April 2nd to October 29th, 2003 in Sillicheon flowing into the entrance of Jumunjin Harbour and daily water quantities (river discharges) were estimated by the TANK model which has been widely used to compute the runoff discharges in the ungauged watersheds. The spatial and temporal change patterns of the measured WQs were analysed in detail and the correlation between rainfall - WQ and river discharge - WQ were also analysed. From this results, it is found that the correlation coefficient between BOD concentration and rainfall is 0.75 and between the SS concentration and 2-days river discharge is 0.36. The correlation between the COD, TN, TP in the station of Silli Lower Bridge and rainfall runoff quantity was analysed as un-correlated items. As a consequence, the estimated BOD and SS pollutants loads are reliable and show good change patterns even though the accuracy of SS pollutants load is slightly low. The estimated COD, TN and TP pollutants loads, however, can be used only as the reference or averaged values. In order to analyse more accurately the temporal change patterns of these items, more-detailed researches considering the artificial effects and landuse patterns are highly required.

Investigation of Changes in Grain Quality and Physicochemical Properties of Rice According to the Temperature during the Ripening Stage and Preharvest Sprouting (벼 등숙기 기온 및 수발아가 종실 품질 및 이화학적 특성에 미치는 영향)

  • Lee, HyeonSeok;Lee, YunHo;Hwang, WoonHa;Jeong, JaeHyeok;Yang, SeoYeong;Lee, ChungGen;Choi, MyoungGoo
    • KOREAN JOURNAL OF CROP SCIENCE
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    • v.65 no.4
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    • pp.294-302
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    • 2020
  • Studies on the occurrence of rice preharvest sprouting (PHS) have primarily focused on temperature and rainfall duration at the time of PHS induction, but average temperature during grain filling can have a great influence on PHS. This study analyzed the effect of average temperature during grain filling on PHS occurrence and subsequent changes in grain quality after PHS. For two consecutive years, average temperature differences during grain filling were produced by varying the transplanting date. Artificial rainfall was treated under identical accumulated temperatures of 1200℃ after heading. It was confirmed that the occurrence of PHS was higher under high average temperature conditions during grain filling. In addition, the degree of grain quality reduction caused by PHS occurred more severely under high temperature conditions during grain filling. In order to reduce the risk of PHS occurrence and subsequent quality damage, it is important to control the planting date to avoid high-temperature conditions during grain filling.

A Study on the Effectiveness Verification of Hydrological Cycle of Pervious Pavement using LID Simulator (LID 효율성 검증기기를 이용한 투수성 블록의 수문순환 효율성 검증에 관한 연구)

  • Kim, Mi Eun;Jang, Young Su;Nam, Chil Ho;Shin, Hyun Suk
    • Journal of Korea Water Resources Association
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    • v.48 no.5
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    • pp.321-330
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    • 2015
  • In recent, the impacts of urbanization on hydrology and water quality can be minimized with the use of Low Impact Development (LID) practices in urban areas. But, there are no ways to verify or to show the quantitative effectiveness with LID practices. This study designed and developed to perform experiments in natural or artificial representation of hydrological cycle, which is called rainfall-runoff simulator to be able to quantify factors in hydrological system. This simulator was applied to a pervious pavement block. The study conducted analysis of effectiveness for a pervious pavement block by comparing the results with a general pavement block. The result from the pervious pavement block showed remarkably reduction effect on surface runoff with increase of rainfall intensity and more duration time. Also, the simulator was possible to control no surface runoff by a rainfall intensity at 50 mm/hr for an hour. The research indicated possibility and effectiveness for LID practices. This might be widely available to apply to LID practices verification. Therefore, the study is possible to make use of practical standards on fundamental studies.

Characterization of Physical Factor of Unsaturated Ground Deformation induced by Rainfall (강우를 고려한 불포화 지반변형의 영향인자 평가)

  • Kim, Man-Il;Jeon, Gyo-Cheol
    • The Journal of Engineering Geology
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    • v.18 no.2
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    • pp.127-136
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    • 2008
  • Geophysical survey for establishing a wide site for the distribution of water content, wetting front infiltration due to the rainfall, and distribution of groundwater level has been performed by using 8round penetration radar (GPR) method, electrical resistivity method, and so on. On the other hand, a narrow area survey was performed to use a permittivity method such as time domain reflectometry, frequency domain reflectometry, and amplitude domain reflectometry methods for estimating volumetric water content, soil density, and concentration of contaminant in surface and subsurface. The permittivity methods establish more corrective physical parameters than different found survey technologies mentioned above. In this study for establishment of infiltration behaviors for wetting front in the unsaturated soil caused by an artificial rainfall, soil physical parameters for volumetric water content, pore water pressure, and pore air pressure were measured by FDR measurement device and pore water pressure meter which are installed in the unsaturated weathered granite soil with different depths. Consequently, the authors were proposed to a new establishment method for analyzing the variations of volumetric water content and wetting front infiltration from the responses of infiltrating pore water in the unsaturated soil.

Extraction of Landslide Risk Area using GIS (GIS를 이용한 산사태 위험지역 추출)

  • Park, Jae-Kook;Yang, In-Tae;Park, Hyeong-Geun;Kim, Tai-Hwan
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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    • v.26 no.1
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    • pp.27-39
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    • 2008
  • Landslides cause enormous economic losses and casualties. Korea has mountainous regions and heavy slopes in most parts of the land and has consistently built new roads and large-scale housing complexes according to its industrial and urban growth. As a result, the damage from landslides becomes greater every year. In summer, landslides frequently occur due to local torrential rains and storms. It is critical to predict the potential areas of landslides in advance and to take preventive measures to minimize consequences and to protect property and human life. The previous study on landslides mostly focused on identifying the causes of landslides in the areas where they occurred, and on analyzing landslide vulnerability around the areas without considering rainfall conditions. Thus there were not enough evaluations of the direct risk of landslides to human life. In this study, potentially risky areas for landslides were identified using the GIS data in order to evaluate direct risk on farmlands, roads, and artificial structures that were closely connected to human life. A map of landslide risk was made taking into account rainfall conditions, and a land use map was also drawn with satellite images and digital maps. Both maps were used to identify potentially risky areas for landslides.

Flood Runoff Computation for Mountainous Small Basins using WMS Model (WMS 모형을 활용한 산지 소하천 유역의 유출량 산정)

  • Chang, Hyung Joon;Lee, Jung Young;Lee, Hyo Sang
    • Journal of Korean Society of Disaster and Security
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    • v.14 no.4
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    • pp.9-15
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    • 2021
  • The frequency of flash floods in mountainous areas is increasing due to the abnormal weather that occurs increasingly in the recent, and it causes human and material damages is increasing. Various plans for disaster mitigation have been established, but artificial plans such as raising embankment and dredging operation are inappropriate for valleys and rivers in national parks that prioritize nature protection. In this study, flood risk assessment was conducted for Gyeryongsan National Park in Korea using the WMS (Watershed Modeling System)which is rainfall runoff model for valleys and rivers in the catchment. As the result, it was simulated that it is flooding in three sub-catchments (Jusukgol, Sutonggol, Dinghaksa) of a total in Gyeryongsan National Park when rainfall over the 50 years return period occurs, and it was confirmed that the risk of trails and facilities what visitors are using was high. The risk of trails in national parks was quantitatively presented through the results of this study, and we intend to present the safe management guidelines of national parks in the future.

Erodibility evaluation of sandy soils for sheet erosion on steep slopes (급경사면의 면상침식에 대한 사질토양의 침식성 평가)

  • Shin, Seung Sook;Park, Sang Deog;Hwang, Yoonhee
    • Journal of Korea Water Resources Association
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    • v.55 no.4
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    • pp.291-300
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    • 2022
  • Artificial disturbance in mountainous areas increases the sensitivity to erosion by exposure of the subsoil with a low loam ratio to the surface. In this study, rainfall simulations were conducted to evaluate the erodibility of sand and loamy sand in the interrill erosion by the rainfall-induced sheet flow. The mean diameters of sand and loamy sand used in the experiment were 0.936 mm and 0.611 mm, respectively, and the organic matter content was 2.0% and 4.2%, respectively. In the experimental plot, the runoff coefficient of overland flow increased 1.16 times in loamy sand rather than sand. Mean sediment yields of loamy sand and sand by sheet erosion were 3.71kg/m2/hr and 1.13kg/m2/hr respectively. The erodibility, the rate of soil erosion for rainfall erosivity factor, was 3.65 times greater in loamy sand than in sand. As the gradient of the steep slope increased from 24° to 28°, the sediment concentration and the erodibility for two soils increased by about 20%. The erodibility factor K of sandy soils for small plots was overestimated compared to the measured erodibility. This means that RUSLE can overestimate the sediment yields by sheet erosion on sandy soils.

Analysis and Validation of Geo-environmental Susceptibility for Landslide Occurrences Using Frequency Ratio and Evidential Belief Function - A Case for Landslides in Chuncheon in 2013 - (Frequency Ratio와 Evidential Belief Function을 활용한 산사태 유발에 대한 환경지리적 민감성 분석과 검증 - 2013년 춘천 산사태를 중심으로 -)

  • Lee, Won Young;Sung, Hyo Hyun;Ahn, Sejin;Park, Seon Ki
    • Journal of The Geomorphological Association of Korea
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    • v.27 no.1
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    • pp.61-89
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    • 2020
  • The objective of this study is to characterize landslide susceptibility depending on various geo-environmental variables as well as to compare the Frequency Ratio (FR) and Evidential Belief Function (EBF) methods for landslide susceptibility analysis of rainfall-induced landslides. In 2013, a total of 259 landslides occurred in Chuncheon, Gangwon Province, South Korea, due to heavy rainfall events with a total cumulative rainfall of 296~721mm in 106~231 hours duration. Landslides data were mapped with better accuracy using the geographic information system (ArcGIS 10.6 version) based on the historic landslide records in Chuncheon from the National Disaster Management System (NDMS), the 2013 landslide investigation report, orthographic images, and aerial photographs. Then the landslides were randomly split into a testing dataset (70%; 181 landslides) and validation dataset (30%; 78 landslides). First, geo-environmental variables were analyzed by using FR and EBF functions for the full data. The most significant factors related to landslides were altitude (100~200m), slope (15~25°), concave plan curvature, high SPI, young timber age, loose timber density, small timber diameter, artificial forests, coniferous forests, soil depth (50~100cm), very well-drained area, sandy loam soil and so on. Second, the landslide susceptibility index was calculated by using selected geo-environmental variables. The model fit and prediction performance were evaluated using the Receiver Operating Characteristic (ROC) curve and the Area Under Curve (AUC) methods. The AUC values of both model fit and prediction performance were 80.5% and 76.3% for FR and 76.6% and 74.9% for EBF respectively. However, the landslide susceptibility index, with classes of 'very high' and 'high', was detected by 73.1% of landslides in the EBF model rather than the FR model (66.7%). Therefore, the EBF can be a promising method for spatial prediction of landslide occurrence, while the FR is still a powerful method for the landslide susceptibility mapping.