• 제목/요약/키워드: Flood area

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The Evaluation of Detention Reservoir Safety using Equi-Flooding Line Theory (등위험도선이론(等危險度線理論)에 의한 유수지(遊水池) 안전도평가(安全度評價))

  • Choi, Song Yeol;Shim, Jae Hyun;Lee, Won Hwan
    • KSCE Journal of Civil and Environmental Engineering Research
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    • 제12권2호
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    • pp.131-139
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    • 1992
  • Based on the equi-flooding line theory, this study suggests method of evaluating safety of detent tion reservoirs with drainage pumping facilities in Seoul metropolitan area, and derives equi-flooding lines according to destruction frequency for each detention reservoir. In most part of detention reservoirs, its flood prevention are so much dependent upon drainage capacity that inland flooding prevention can be serious problems in case of its malfunction. In this study, the detention reservoirs which are below 5 year destruction frequency estimated as 29.3%, and below 10 year as 39.6% of the total. To improve reservoir safety, the detention reservoir capacities (including drainage and pumping capacity) should be upgraded above 20 year in its destruction frequency, and its reinforcement capacities are calculated.

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A Study on the Exhibition Method to Enhance the Visitors' Understanding Contents - Focus on the Domestic Dam Exhibition Centers - (콘텐츠 이해도 강화를 위한 전시방식에 관한 연구 - 국내 댐 전시관을 중심으로 -)

  • Yi, Joo-Hyoung
    • Korean Institute of Interior Design Journal
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    • 제19권3호
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    • pp.196-204
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    • 2010
  • Human beings are having suffered from the unexpected climate changes which are caused by global warming leaded from air pollution. More than 3 billions of people will be forced to experience insufficient water in 2015. In Korea, over 70% of precipitation has been concentrating in Summer season. Furthermore, natural disasters has been occurred constantly all over the country. The unusual flood and drought have broken out not only victims but also, property damages. By the natural condition, the effective consuming and controlling system of water is going to be the core business field and constructing dams will be encouraged and promoted for the system. To convince the objectionable against the constructing dams, a dam exhibition center stands the very important position by being responsible for the presenting positive factors and highlighting the beneficial functions. The dam exhibition center is built as complex space combined by information center regarding water resources and visitor center for the community nearby the inundated area. Combined of the different purposes, the dam exhibition center can be confused to understand the concept and contents established in the space. To enhance the visitors' understanding contents of the dam exhibition center, the spatial composition and contents are being analyzed with existing centers and define the most effective exhibition methods between the spaces and visitors. This study will be the basic quantitative analysis data for the following design works those can get the better insight how to make visitors to get information and agreement of constructing dams effectively.

The Flow Variation due to Pier Construction at Kwangyang Bay (컨테이너 부두건설에 따른 광양만의 유황변동)

  • Choi, Song Yeol;Cho, Won Cheol;Lee, Won Hwan
    • KSCE Journal of Civil and Environmental Engineering Research
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    • 제12권3호
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    • pp.115-125
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    • 1992
  • The variation of flow pattern caused by the topographical change of Kwangyang bay, is analyzed using the numerical tidal model for the depth-integrated two- dimensional long wave equation. The results of study are as follows. Due to pier construction, the area of water surface is deceased and the water inflow into the Kwangyang bay is reduced. For this result, at the outer bay of Myo island, the tidal range is slightly increased. And at the inner bay, water level is dropped generally, and especially at the time of low water tide, the phenomena of water level drop obviously appears. According to the variation pattern, flow velocities is lower than those of non-construction condition over the Kwangyang bay. But at the channel(from Kwangyang east stream) flowing into the east Kwangyang bay, for the contraction of channel profile, flow velocity is increased. The study based on the 100 year frequency design flood discharge from Sueocheon(river) and Dongcheon(river) which are flowing into the bay and Seomjin River flowing along the boundary of the bay is also performed. During the spring tide condition, the results showed the rise of water level about 1.2 m at Seomjin River Estuary and 0.3 m at inner bay is occurred.

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Evaluation of Field Permeability and Material Characteristics of Permeable Block for Roadway Pavement (차도포장용 투수블록의 재료특성 및 투수성능 평가)

  • Park, Daegeun;Jung, Wonkyong;Jeong, Doowon;Baek, Jongeun;Lee, Jinwook
    • Ecology and Resilient Infrastructure
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    • 제3권2호
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    • pp.110-116
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    • 2016
  • The rapid expansion of buildings and paved roads increases the risk of flood disaster in an urban area. One of the solutions can be the use of permeable pavements. This study evaluated the permeability of permeable blocks used for the roadway pavement. Joint fillers and mat sands of the investigated blocks met the corresponding standards. The flexural strength of the blocks was 5.29 MPa to meet these standards. Based on interior permeability test results after pollution, the four products evaluated were categorized into the following three levels: One for the $1^{st}$ level, one for the $2^{nd}$ level and two for the $3^{rd}$ level. From the field permeability test and pervious concrete infiltration test results nine months after their construction, all the products except one passed the quality standards of 0.1 mm/s.

Analyzing the Effect of an Extreme Turbidity Flow Event on the Dam Reservoirs in North Han River Basin (북한강 수계 대규모 탁수사상 발생에 의한 댐 저수지의 탁수 영향 분석)

  • Park, Hyung-Seok;Chung, Se-Woong;Choung, Sun-a
    • Journal of Korean Society on Water Environment
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    • 제33권3호
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    • pp.282-290
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    • 2017
  • A long-term resuspension of small particles, called persistent turbidity, is one of the most important water quality concerns in the dam reservoirs system located in North Han River. Persistent turbidity may incur aesthetic nuisance and harmful effect on the ecosystem health, in addition to elevated water treatment costs for the drinking water supply to the Seoul metropolitan area. These sufferings have been more intensified as the strength and frequency of rainfall events increase by climate change in the basin. This study was to analyze the effect of an extreme turbidity flow event that occurred in 2006 on the serial reservoirs system (Soyang-Uiam-Cheongpyung-Paldang) in North Han River. The CE-QUAL-W2 model was set up and calibrated for the river and reservoirs system using the field data obtained in 2006 and 2007. The results showed that Soyang Reservoir released turbid water, which was classified as the TSS concentration is greater than 25 mg/L, for 334 days with peak TSS of 264.1 mg/L after the extreme flood event (592.7 mm) occurred between July 10 and 18 of 2006. The turbid water departed from Soyang Reservoir reached at the most downstream Paldang Reservoir after about 20 days and sustained for 41 days, which was validated with water treatment plant data. Since the released water from Soyang Reservoir had low water temperature and high TSS, an underflow formed in the downstream reservoirs and vertically mixed at Paldang Reservoir due to dilution by the sufficient inflow from South Han River.

The Spatial and Temporal Variation of Periphyton in the Inbuk Stream (인북천에서 부착조류 현존량의 시·공간적 변동)

  • Lee, Jaeyong;Islam, Jahidul Mohammad;Shin, Myoungsun;Jung, Sungmin;Kim, Bomchul
    • Journal of Korean Society on Water Environment
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    • 제26권1호
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    • pp.104-110
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    • 2010
  • Eutrophication is a well-known phenomenon in lentic habitats, however it is receiving increasing attention in shallow streams of Korea due to the increase of periphyton to a nuisance level. In this study temporal and spatial variation in periphyton standing crop and nutrient concentrations were surveyed in the upper reach of the Han River (the Inbuk Stream) that used to be a pristine rural stream until 1980s. Chlorophyll-a concentration per unit surface area of bottom substrate was examined monthly for one year period at nine sites along the Inbuk Stream together with environmental factors such as phosphorus, nitrogen, and water velocity. The standing crop of periphytic algae ranged from $4{\sim}242mgChl.a/m^2$ with a median of $55mgChl.a/m^2$, often exceeding the nuisance level criterion. Along the stream periphyton increased significantly from $39{\pm}48mgChl.a/m^2$ to $94{\pm}49mgChl.a/m^2$ after merging of a tributary in an intensive agricultural basin with high phosphorus concentrations. Seasonally periphyton biomass was highest in autumn (median $171{\pm}76mgChl.a/m^2$) from October through December when water flow velocity was low (median $0.4{\pm}0.3m/s$), while it was higher in flood season (median $1.2{\pm}0.4m/s$) and freezing season (median $0.2{\pm}0.3m/s$) was lower. The result shows that this rural stream often shows characteristics of eutrophication according to periphyton standing crop and it may be regulated by phosphorus and water velocity.

A Study on Application of LID Technology for Improvement of Drainage Capacity of Sewer Network in Urban Watershed (도시 유역의 우수관망 통수능 개선을 위한 LID 기술 적용 연구)

  • Baek, Jongseok;Kim, Baekjoong;Lee, Sangjin;Kim, Hyungsan
    • Journal of Korean Society on Water Environment
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    • 제33권6호
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    • pp.617-625
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    • 2017
  • Both domestic and overseas urban drainage systems have been actively researched to solve the problems of urban flash floods and the flood damage that is caused by local downpours. Recent urban planning has been designed to better manage the floods of decentralized rainfall-management systems, and the installation of green infrastructure and low-impact development (LID) facilities at national ministries has been recommended. In this study, we use the EPA SWMM model to construct a decentralized rainfall-management network for each small watershed, and we analyze the effect of the drainage-capacity improvement from the installation of the LID technologies in vulnerable areas that replaces the network-expansion process. In the design of the existing urban piping systems, it is common to increase the pipe size due to the increment of the impervious area, the steep terrain, and the sensitive entrance-ramp junction; however, the installation of green infrastructure and LID facilities will be sufficient for the construction of a safe urban drainage system. The applications of LID facilities and green infrastructure in urban areas can positively affect the recovery of the corresponding water cycles to a healthy standard, and it is expected that further research will occur in the future.

Eligibility of Fluoride Ion as A Tracer of Wastewaters and Distribution of Fluoride in Jinhae Bay (해수오염원추적자로서의 플루오르화물이온 및 진해만의 플루오르화물이온농도분포)

  • Won, Jong Hun;Park, Kil Soon
    • 한국해양학회지
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    • 제8권1호
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    • pp.9-21
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    • 1973
  • When industrial wastewater containing fluoride runs into the ocean, approximately 0.1ppm of F$\^$-/ will react with seawater and will be eventually lost, and the remaining F$\^$-/ can be determined withe the ALC. Therefore F$\^$-/ is eligible to be used as a tracer of pollutant which contains fluoride. Determination of F$\^$-/ in the seawater with the Dotite reagent, Alfusone, has been made by the following method: To 10 ml of water sample, 1 ml of buffer solution (pH=4.0), 8 ml of acetone, and 1ml of 10% Alfusone were added and diluted to 25ml with distilled water. After 20 minutes the absorbance at 620 nm against a reagent blank was measured. The distributions of F$\^$-/ in Jinhae Bay has been made on the basis of water samples collected from 103 different sampling stations occupied in Jinhae Bay. The water samplings, three in the spring tide and two in the neap tide, were taken from surface layer during the flood and ebb tide periods respectively. The average concentration of F$\^$-/ in the bay, except the area to which the wastewater runs off from the Chemical plant, was 1.45 ppm(1.07-6.33ppm), and that of F$\^$-/ in the plant effluent was 330ppm, occasionally up to 562 ppm. Thus high levels of F$\^$-/ in the bay are strongly correlated to the amount of effluent from the plant, and waters of Jinhae Bay contains at least 0.13% of the plant effluent.

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Home Management Performance and Problem of Rural Elderly Living Alone (농촌 노인단독가구의 가정경영 실태와 문제)

  • 채옥희
    • Journal of the Korean Home Economics Association
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    • 제38권3호
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    • pp.85-97
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    • 2000
  • The goal of this study is mainly to improve the quality of life for the elderly by understanding the actual condition of the home management which includes their family relationship, family finance, and household work carried out in their domestic lives and diagnosing problems possibly restated from the condition. The result includes the following. The characteristics of rural elderly living alone: They have lived in rural area since their marriage which is over 40 years long in average, The tend to be satisfied with living apart themselves. The majority of the families are the first son in their family. In home management regard: First, in family relationship, the way the elderly in their nuclear family state communicate with their spouse is limited, and they hardly speaks together. So it is encouraged for couples to forge their own specific relationship and to plan for their odd age in their younger age. Also, they tend to be satisfied with living separated from their children, but at the same time, the closer they live in distance from their children, the more often they meet their children as well as they talk on the phone. They especially depend on their first son for offerings for ancestors and matters to occur after their death, while they get emotional support from daughters. Second, in family finance, their income varies in range from 200,000 to 3,000,000 won. In the majority f the famines, the wives are in charge of finance. The cost of living is mainly spent on flood, clothing, and housing, or the cost of offerings for ancestors if they are the head family. Third, Meanwhile, the housewives under 70 years old are positive about household work and tend to consider it pleasant for their children and their husband. Generally, the older they are, the more they dislike household labor. For example, food preparation is especially considered a major problem. Community dinning rooms, food delivery service, volunteers, and home helper and neighborhood could be help.

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Determination of Design Width for Medium Streams in the Han River Basin (한강유역의 중소하천에 대한 계획하폭 산정)

  • Jeon, Se-Jin;An, Tae-Jin;Park, Jeong-Eung
    • Journal of Korea Water Resources Association
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    • 제31권6호
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    • pp.675-684
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    • 1998
  • This paper presents the empirical formulas for determining the design-width for medium rivers in the Han river basin. The design flood, the watershed ares, and the channel slope of 216 medium rivers in the Han river basin are collected. the design width formulas are then determined by 1) the least squares (LS) method, 2)the least median squares (LMS) method, and 3) the reweighted least squares method based on the LMS (RLS). The six types of formulas are considered to determine the acceptable type for medium streams in the Han river basin. The root mean squared errors (RMSE), the absolute mean (AME) errors, and the mean errors (ME) are computed to test the formulas derived by three regression methods. It si found that the equation related stream width to the watershed area and the channel slope is acceptable for determining the design width for medium streams in the Han river basin. It is expected that the equations proposed by this study be used an index for determining the design-width for medium streams in the Han river basin.

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