• Title/Summary/Keyword: flood damage

Search Result 769, Processing Time 0.024 seconds

Temporal distritution analysis of design rainfall by significance test of regression coefficients (회귀계수의 유의성 검정방법에 따른 설계강우량 시간분포 분석)

  • Park, Jin Heea;Lee, Jae Joon
    • Journal of Korea Water Resources Association
    • /
    • v.55 no.4
    • /
    • pp.257-266
    • /
    • 2022
  • Inundation damage is increasing every year due to localized heavy rain and an increase of rainfall exceeding the design frequency. Accordingly, the importance of hydraulic structures for flood control and defense is also increasing. The hydraulic structures are designed according to its purpose and performance, and the amount of flood is an important calculation factor. However, in Korea, design rainfall is used as input data for hydrological analysis for the design of hydraulic structures due to the lack of sufficient data and the lack of reliability of observation data. Accurate probability rainfall and its temporal distribution are important factors to estimate the design rainfall. In practice, the regression equation of temporal distribution for the design rainfall is calculated using the cumulative rainfall percentage of Huff's quartile method. In addition, the 6th order polynomial regression equation which shows high overall accuracy, is uniformly used. In this study, the optimized regression equation of temporal distribution is derived using the variable selection method according to the principle of parsimony in statistical modeling. The derived regression equation of temporal distribution is verified through the significance test. As a result of this study, it is most appropriate to derive the regression equation of temporal distribution using the stepwise selection method, which has the advantages of both forward selection and backward elimination.

A Study on Real-Time Operation Method of Urban Drainage System using Data-Driven Estimation (실시간 자료지향형 예측을 활용한 내배수 시설 운영기법 연구)

  • Son, Ahlong;Kim, Byunghyun;Han, Kunyeun
    • KSCE Journal of Civil and Environmental Engineering Research
    • /
    • v.37 no.6
    • /
    • pp.949-963
    • /
    • 2017
  • This study present an efficient way of operating drainage pump station as part of nonstructural measures for reducing urban flood damage. The water level in the drainage pump station was forecast using Neuro-Fuzzy and then operation rule of the drainage pump station was determined applying the genetic algorithm method based on the predicted inner water level. In order to reflect the topographical characteristics of the drainage area when constructing the Neuro-Fuzzy model, the model considering spatial parameters was developed. Also, the model was applied a penalty type of genetic algorithm so as to prevent repeated stops and operations while lowering my highest water level. The applicability of the development model for the five drainage pump stations in the Mapo drainage area was verified. It is considered to be able to effectively manage urban drainage facilities in the development of these operating rules.

A Development of Simplified Design Method of the Detention Pond for the Reduction of Runoff (우수유출저감용 저류지의 간편설계기법 개발)

  • Lee, Jae-Joon;Kwak, Chang-Jae
    • Journal of Korea Water Resources Association
    • /
    • v.41 no.7
    • /
    • pp.693-700
    • /
    • 2008
  • Detention pond has an important role in peak flow reduction to mitigate flood damage. Design of detention pond is accomplished through the preliminary stage, and design stage in general. New development projects produce increased peak flow and flow amounts. In this case it is necessary to design the detention pond easily and simply. A simplified design method of the detention pond is suggested in this study. Used design variables are peak flow ratio(${\alpha}$) and storage ratio($S_r$). ${\alpha}$ is the peak flow ratio of before and after development of the basin. $S_r$ is a ratio of storage volume to total runoff volume. Applicability of the proposed method was also proved. The simple procedure of detention pond design is proposed in this study.

Estimation of Break Outflow from the Goeyeon Reservoir Using DAMBRK Model (DAMBRK 모형을 이용한 괴연저수지 붕괴유출량 추정)

  • Lee, Jin Young;Park, Dong Hyeok;Kim, Seong-Joon;Kim, Tae-Woong
    • KSCE Journal of Civil and Environmental Engineering Research
    • /
    • v.37 no.2
    • /
    • pp.459-466
    • /
    • 2017
  • Several reservoirs that were managed by local governments and the Korea Rural Community Corporation have recently collapsed. One of them is the Goeyeon reservoir in Yeongcheon-si, Gyeongsangbuk-do that collapsed mainly around the spillway due to heavy rain at 9 O'clock, on 21 August 2014. The Goeyeon reservoir was an aging agricultural reservoir over 70 years since it was built. In this study, the collapse situation of the reservoir was reproduced through the DAMBRK model. Flood inundation maps were reconstructed for the breach outflow of the dam analyzed by the DAMBRK model. We estimated the breach duration and outflow of the reservoir as compared with the inundation image taken by the Unmanned Aerial Vehicle (UAV) at the time when the Goeyeon reservoir collapsed. The results of this study are expected to be useful for predicting damage in the downstream inundation area when a reservoir collapses.

An Analysis of the Characteristics in Design Rainfall According to the Data Periods (자료기간에 따른 확률 강우량 변화 특성 분석)

  • Oh, Tae-Suk;Kim, Min-Seok;Moon, Young-Il;Ahn, Jae-Hyun
    • Journal of the Korean Society of Hazard Mitigation
    • /
    • v.9 no.4
    • /
    • pp.115-127
    • /
    • 2009
  • Recently, Natural disasters are increasing the damage according to the influence of the abnormal climate and climate change. This study analyzed change characteristic of Design Rainfall according to the different data periods. First, 14 observatories were selected at Meteorological Administration. Second, frequency analysis carried out 5 cases by different data periods. At the results of the frequency analysis, the design rainfall could confirm the increase in most areas of Korea. Also, the change and trend analysis carried out for characteristic analysis by design rainfall and observed rainfall. The change and trend analysis of observed annual maximum rainfall did not appeared, but the change and trend analysis of design rainfall significantly appeared using statistic methods. The result of the change and trend analysis, design rainfall increased in most areas of Korea. Although, it could be the necessity for reestimating defense ability of flood, existing river systems, and new establishment of structure about the change characteristic.

Applicability study on urban flooding risk criteria estimation algorithm using cross-validation and SVM (교차검증과 SVM을 이용한 도시침수 위험기준 추정 알고리즘 적용성 검토)

  • Lee, Hanseung;Cho, Jaewoong;Kang, Hoseon;Hwang, Jeonggeun
    • Journal of Korea Water Resources Association
    • /
    • v.52 no.12
    • /
    • pp.963-973
    • /
    • 2019
  • This study reviews a urban flooding risk criteria estimation model to predict risk criteria in areas where flood risk criteria are not precalculated by using watershed characteristic data and limit rainfall based on damage history. The risk criteria estimation model was designed using Support Vector Machine, one of the machine learning algorithms. The learning data consisted of regional limit rainfall and watershed characteristic. The learning data were applied to the SVM algorithm after normalization. We calculated the mean absolute error and standard deviation using Leave-One-Out and K-fold cross-validation algorithms and evaluated the performance of the model. In Leave-One-Out, models with small standard deviation were selected as the optimal model, and models with less folds were selected in the K-fold. The average accuracy of the selected models by rainfall duration is over 80%, suggesting that SVM can be used to estimate flooding risk criteria.

An Experimental Study on Runoff Reducing Effect of Infiltration-Storage System due to Rainfall Intensity (강우강도에 따른 침투-저류시스템의 우수유출저감효과에 관한 실험 연구)

  • Song, Jai-Woo;Im, Jang-Hyuk
    • Journal of the Korean Society of Hazard Mitigation
    • /
    • v.7 no.4
    • /
    • pp.85-95
    • /
    • 2007
  • The variation of hydraulic and hydrologic aspect of urban area according to the strongly seasonal variation of rainfall and the increment of urbanization has caused the runoff variation and increased the flood damage, and thus made a difficulty to manage water resources in urban area. Recently, as a part of efforts to resolve these problems, the facilities for reducing runoff increasing due to urbanization have a tendency to install in our country. In this study, more effective Infiltration-Storage System(ISS) is proposed and its reducing effect is analyzed by hydraulic experimental study. The infiltration characteristics of runoff reduction facilities are examined as varying artificial rainfall and a material of infiltration layers being able to consider the influence of urban development. As a result of comparison of infiltration rate of the upper and lower parts, the infiltration rate in the lower part is larger than that of the upper part. Thus, the ISS is more available than existing runoff reduction facilities. Results obtained in this study can be provided fundamental data for improvement of existing runoff reduction facilities and practical use of ISS.

Performance tests and uncertainty analysis of tipping bucket rain gauge (전도형 강수량계의 성능시험 및 불확도 분석)

  • Hong, Sung-taek;Park, Byung-don;Shin, Gang-wook;Jung, Hoe-kyung
    • Proceedings of the Korean Institute of Information and Commucation Sciences Conference
    • /
    • 2018.05a
    • /
    • pp.595-597
    • /
    • 2018
  • Precipitation has a wide range of applications, such as the management and operation of dams and rivers, supply of dranking water for urban and industrial complex, farming and fishing, forest greening, and safety management. In order to prepare for disasters and to obtain economical effects in case of flood damage, it is necessary to measure accurate precipitation. In this study, we carried out the characteristics tests for various types of rainfall gauge using integrated verification system, which can analyze the performance of collective type rainfall gauge. The uncertainty for tipping bucket rain gauge was 0.2887 mm. Therefore, it can be seen that the uncertainty is calculated differently depending on the characteristics of the rainfall gauges. The uncertainty is also influenced greatly by the resolution.

  • PDF

Inundation Accident Analysis Using Hydrodynamic Model and Consideration of Disaster Roots Using Cause and Effect Diagram (동수역학 모형을 이용한 침수사고 분석 및 특성요인도를 활용한 재해 원인 고찰)

  • Yoo, Dong-Hyun;Song, Chang Geun
    • Journal of Convergence for Information Technology
    • /
    • v.10 no.10
    • /
    • pp.128-134
    • /
    • 2020
  • Recently, the damages by typhoons and heavy rains are increasing due to the climate change. However, we are still vulnerable to inundation disaster due to various causes such as poor physical flood control and lacks of disaster and safety management. Therefore, it is necessary to establish systems to ensure safety and prepare practical countermeasures that can minimize damage when an inundation occurs, thereby minimizing economic loss and casualty. In this study, hydrodynamic inundation modelings were implemented to analyze the "Noryangjin reservoir inundation accident" and "Choryang No. 1 underground road inundation accident." and spatial risk was assessed by a quantitative hazard index. In addition, cause and effect diagrams were provided to present the risk causes in terms of physical and managemental aspects.

A Study of Security for a Spam Attack of VoIP Vulnerability (VoIP 취약점에 대한 스팸 공격과 보안에 관한 연구)

  • Lee, In-Hee;Park, Dea-Woo
    • KSCI Review
    • /
    • v.14 no.2
    • /
    • pp.215-224
    • /
    • 2006
  • Regarding a spam attack and the interception that a spinoff is largest among Vulnerability of VoIP at these papers study. Write scenario of a spam attack regarding VoIP Vulnerability, and execute Call spam. Instant Messaging spam, Presence spam attack. A spam attack is succeeded in laboratories, and prove. and confirm damage fact of a user in proposals of a spam interception way of VoIP service, 1) INVITE Request Flood Attack 2) Black/White list, 3) Traceback, 4) Black Hole-Sink Hole, 5) Content Filtering, 6) Consent based Communication, 7) Call act pattern investigation, 8) Reputation System Propose, and prove. Test each interception plan proposed in VoIP networks, and confirm security level of a spam interception. Information protection of VoIP service is enlarged at WiBro, BcN. and to realize Ubiquitous Security through result of research of this paper contribute, and may make.

  • PDF