• Title/Summary/Keyword: emergency water supply

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Improving the water yield capabilities using reservoir emergency storage and water supply adjustment standard (합천댐의 비상용량 및 용수공급 조정기준을 활용한 용수공급능력 제고)

  • Ahn, Jaehong;Lee, Youngmok;Yi, Jaeeung
    • Journal of Korea Water Resources Association
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    • v.49 no.12
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    • pp.1027-1034
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    • 2016
  • One of the most important purpose of multi-purpose reservoir is storing a large amount of water for utilization in a dry season. However, multi-purpose reservoirs that were constructed according to the limited hydrologic information available at the time of construction may encounter problems such as decreased water inflow due to climate change and an inability to cope with a water shortage. To solve these problems, in 2015, the Ministry of Land, Infrastructure and Transport suggested a revised water supply standard in case of water shortage for reservoirs. However, the revised standard has not been sufficiently discussed to determine its effectiveness. In addition, multi-purpose reservoirs in South Korea have secured and stored water for emergencies, but there is currently no way to utilize the stored water. Determining how to utilize the stored water effectively may be a useful method for preparing drought. Therefore, this article discusses the revised water supply standard as it relates to a water shortage in reservoirs and a method of utilizing the water stored for emergencies in multi-purpose reservoirs. The options for utilizing the water storage were evaluated using a water shortage safety degree index, and the results showed that the options may slightly and limitedly increase the water supply capacity. However, the evaluation also showed that a complex application of two options may overcome the exisiting problem and to supply water more effectively.

Trouble and Measure Owing to Water-hammer in Small Hydropower Turbine System Of Waterpipe (수도관로 소수력발전설비에 수격작용으로 인한 고장대책)

  • Lee, Hyoung-Mook;Kim, Ki-Won;Byun, Il-Hwan;Hong, Jeong-Jo;Lee, Eun-Woong
    • Proceedings of the KIEE Conference
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    • 2006.07b
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    • pp.671-672
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    • 2006
  • Recently the development of small hydropower generation with using water pipes is revitalized by the water works facilities. However, when the tubine generator is in case of emergency stop by the internal and external accidents, it causes water hammer in water pipes and suspension of water supply. To prevent these problems of small hydropower generator, we has analyzed water supply patterns, installation position and water pipe systems.

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Trouble and Measure Owing to Water-hammer In Small Hydropower Turbine System Of Waterpipe (수도관로 소수력발전설비에서의 수격작용으로 인한 고장대책)

  • Lee, Hyoung-Mook;Hong, Jeong-Jo;Lee, Eun-Woong;Kim, Kyung-Yup
    • 유체기계공업학회:학술대회논문집
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    • 2006.08a
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    • pp.61-64
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    • 2006
  • Recently the development of small hydropower generation with using water pipes is revitalized by the water works facilities. However, when the tubine generator is in case of emergency stop by the internal and external accidents, it causes water hammer in water pipes and suspension of water supply. To prevent these problems of small hydropower generator, we has analyzed water supply patterns, installation position and water pipe systems.

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Evaluation of Risk Factors to Detect Anomaly in Water Supply Networks Based on the PROMETHEE and ANP (상수도관망의 이상징후 판정을 위한 위험요소 평가 - PROMETHEE와 ANP 기법 중심으로)

  • Hong, Sung-Jun;Lee, Yong-Dae;Kim, Sheung-Kown;Kim, Joong-Hoon
    • Journal of Korea Water Resources Association
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    • v.39 no.1 s.162
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    • pp.35-46
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    • 2006
  • In this study, we proposed a layout of the integrated decision support system in order to prevent the contamination and to manage risk in water supply networks for safe and smooth water supply. We evaluated the priority of risk factors to detect anomaly in water supply networks using PROMETHEE and ANP techniques, which are applied to various Multi-Criteria Decision Making area in Europe and America. To develop the model, we selected pH, residual chlorine concentration, discharge, hydraulic pressure, electrical conductivity, turbidity, block leakage and water temperature as the key data item. We also chose pipe corrosion, pipe burst and water pollution in pipe as the criteria and then we present the results of PROMETHEE and ANP analysis. The evaluation results of the priority of risk factors in water supply networks will provide basic data to establish a contingency plan for accidents so that we can establish the specific emergency response procedures.

Evaluation of Risk Factors in Water Supply Networks using PROMETHEE and ANP (PROMETHEE와 ANP 기법을 활용한 상수도관망의 위험요소 평가)

  • Hong, Sung-Jun;Lee, Yong-Dae;Kim, Sheung-Kown;Kim, Joong-Hoon
    • IE interfaces
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    • v.19 no.2
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    • pp.106-116
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    • 2006
  • In this study, the priority of risk factors in supplying water through water supply pipeline network was evaluated by PROMETHEE and ANP multi-criteria decision analysis. We chose 'corrosion', 'burst' and 'water pollution' in pipe as major reference criteria and selected eight risk factors to evaluate the priority, and then we compared the results of PROMETHEE with those of ANP. We also analyzed the results of the sensitivity analysis by changing the weights and parameters of preference functions in PROMETHEE. We investigated the possibility of integrating two methods by using the results of ANP as the weights of preference function in PROMETHEE. The priority of risk factors for supplying municipal water which is evaluated by this study may provide basic data to establish a contingency plan for accidents, or to establish the specific emergency response procedures.

A Study on the Index of Drought Warning and Emergency for the Municipal Water Supply Management (도시지역 용수관리를 위한 가뭄 예경보지수에 관한 연구)

  • 조홍제
    • Water for future
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    • v.29 no.1
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    • pp.221-233
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    • 1996
  • The goal of the present research was to suggest a simple, reliable, and easily evaluated index of drought that could be used to consider a counterplan for water supply management against water shortage for municipal and industrial uses in city area. The index of drought was calculated by the Phillips drought index technique. The phillips drought index is based on exceedence probabilities of monthly precipitation but it can also utilize daily data in order to present drought information on a real-time basis when needed. The application of the suggested technique was tested to municipal water supply system and management of Ulsan city and Pohang city, and showed promising. The Philips drought index technique could be used for lany other city's drought contingency paln.

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Effect of Change of Reactor Coolant Injection Method on Risk at Loss of Coolant Accident due to Beam Tube Rupture (빔튜브파단 냉각재상실사고시 원자로냉각수 보충방법 변경이 리스크에 미치는 영향)

  • Lee, Yoon-Hwan;Lee, Byeonghee;Jang, Seung-Cheol
    • Journal of the Korean Society of Safety
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    • v.37 no.4
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    • pp.129-138
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    • 2022
  • A new method for injecting cooling water into the Korean research reactor (KRR) in the event of beam tube rupture is proposed in this paper. Moreover, the research evaluates the risk to the reactor core in terms of core damage frequency (CDF). The proposed method maintains the cooling water in the chimney at a certain level in the tank to prevent nuclear fuel damage solely by gravitational coolant feeding from the emergency water supply system (EWSS). This technique does not require sump recirculation operations described in the current procedure for resolving beam tube accidents. The reduction in the risk to the core in the event of beam tube rupture that can be achieved by the proposed change in the cooling water injection design is quantified as follows. 1) The total CDF of the KRR for the proposed design change is approximately 4.17E-06/yr, which is 8.4% lower than the CDF of the current design (4.55E-06/yr). 2) The CDF for beam tube rupture is 7.10E-08/yr, which represents an 84.1% decrease compared with that of the current design (4.49E-07/yr). In addition to this quantitative reduction in risk, the modified cooling water injection design maintains a supply of pure coolant to the EWSS tank. This means that the reactor does not require decontamination after an accident. Thermal hydraulic analysis proves that the water level in the reactor pool does not cause damage to the nuclear fuel cladding after beam tube rupture. This is because the amount of water in the chimney can be regulated by the EWSS function. The EWSS supplies emergency water to the reactor core to compensate for the evaporation of coolant in the core, thus allowing water to cover the fuel assemblies in the reactor core over a sufficient amount of time.

A review on vibration-based structural pipeline health monitoring method for seismic response (지진 재해 대응을 위한 진동 기반 구조적 관로 상태 감시 시스템에 대한 고찰)

  • Shin, Dong-Hyup;Lee, Jeung-Hoon;Jang, Yongsun;Jung, Donghwi;Park, Hee-Deung;Ahn, Chang-Hoon;Byun, Yuck-Kun;Kim, Young-Jun
    • Journal of Korean Society of Water and Wastewater
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    • v.35 no.5
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    • pp.335-349
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    • 2021
  • As the frequency of seismic disasters in Korea has increased rapidly since 2016, interest in systematic maintenance and crisis response technologies for structures has been increasing. A data-based leading management system of Lifeline facilities is important for rapid disaster response. In particular, the water supply network, one of the major Lifeline facilities, must be operated by a systematic maintenance and emergency response system for stable water supply. As one of the methods for this, the importance of the structural health monitoring(SHM) technology has emerged as the recent continuous development of sensor and signal processing technology. Among the various types of SHM, because all machines generate vibration, research and application on the efficiency of a vibration-based SHM are expanding. This paper reviews a vibration-based pipeline SHM system for seismic disaster response of water supply pipelines including types of vibration sensors, the current status of vibration signal processing technology and domestic major research on structural pipeline health monitoring, additionally with application plan for existing pipeline operation system.

Establishing meteorological drought severity considering the level of emergency water supply (비상급수의 규모를 고려한 기상학적 가뭄 강도 수립)

  • Lee, Seungmin;Wang, Wonjoon;Kim, Donghyun;Han, Heechan;Kim, Soojun;Kim, Hung Soo
    • Journal of Korea Water Resources Association
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    • v.56 no.10
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    • pp.619-629
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    • 2023
  • Recent intensification of climate change has led to an increase in damages caused by droughts. Currently, in Korea, the Standardized Precipitation Index (SPI) is used as a criterion to classify the intensity of droughts. Based on the accumulated precipitation over the past six months (SPI-6), meteorological drought intensities are classified into four categories: concern, caution, alert, and severe. However, there is a limitation in classifying drought intensity solely based on precipitation. To overcome the limitations of the meteorological drought warning criteria based on SPI, this study collected emergency water supply damage data from the National Drought Information Portal (NDIP) to classify drought intensity. Factors of SPI, such as precipitation, and factors used to calculate evapotranspiration, such as temperature and humidity, were indexed using min-max normalization. Coefficients for each factor were determined based on the Genetic Algorithm (GA). The drought intensity based on emergency water supply was used as the dependent variable, and the coefficients of each meteorological factor determined by GA were used as coefficients to derive a new Drought Severity Classification Index (DSCI). After deriving the DSCI, cumulative distribution functions were used to present intensity stage classification boundaries. It is anticipated that using the proposed DSCI in this study will allow for more accurate drought intensity classification than the traditional SPI, supporting decision-making for disaster management personnel.

Application & Examination of the Plan for Optimum Stability through Water-hammer in Pipe Line and Booster Pump Station (관로계통 및 가압펌프장 수격에 따른 최적 안정성 확보방안)

  • Ra, Beyong-Pil;Park, Jong-Ho
    • The KSFM Journal of Fluid Machinery
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    • v.12 no.5
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    • pp.19-24
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    • 2009
  • This paper is performed to find out the stability of water-hammer in pipe line and pump station that is happened when additional water needs demanded. At first, the water supply construction project is planned to supply $6,000\;m^3/day$ through 17.9 km pipe line. But additional demand ($1,200\;m^3/day$) happened from Cheong-ra water reservoir. In this situation, air-chamber($4\;m^3$) and vacuum breaker valve(${\varphi}100\;mm$) are needed to prevent water-hammer. When the additional water is supplied, the existing facilities (air-chamber, vacuum breaker valve) are sufficient to alleviate shock not changing capacity alteration, judging from the airspace change and rise. Therefore, there is no problem for water-hammer by installing air-chamber($4\;m^3$) and vacuum breaker valve(${\varphi}100\;mm$) at the top of Yeo-ju hill.