• Title/Summary/Keyword: 유출계산

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Development of a flood warning technologies (소하천 홍수 예측기술 개발)

  • Cheong, Tae Sung;Choi, Changwon;Ye, Sung Je
    • Proceedings of the Korea Water Resources Association Conference
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    • 2022.05a
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    • pp.107-107
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    • 2022
  • 소하천의 홍수 예측은 대부분 수치모형을 직접 활용하거나, 미리 설정된 시나리오에 기반하여 수치모의를 수행하고 계산된 결과를 이용하여 추정한 경험식을 활용한다. 수치모형과 그 결과를 홍수 예·경보에 활용하기 위해서는 계측자료에 기반하여 변수를 최적화하는 등의 수치모형 검증절차가 매우 중요하다. 소하천은 국가, 지방하천에 비해 계측자료가 절대적으로 부족한 형편으로 소하천의 홍수 모의를 위해서 주로 국가, 지방하천에서 계측한 자료를 이용하여 검증을 수행한다. 이렇게 검증된 소하천 수치모형은 국가 혹은 지방하천 유역 전체를 모의하여야 하므로 모의시간이 많이 소요되어 1시간내에 홍수유출이 이루어지는 소하천 홍수 모의에는 적절치 않다. 또한 소하천은 하천경사가 급하고 유속이 빨라 실시간 홍수모의가 어려울 수 있다. 따라서 소하천의 홍수 예측방법으로 수치모형 보다는 계측자료에 기반한 추정삭이 보다 더 효율적이다. 행정안전부와 국립재난안전연구원은 2017년부터 소하천 홍수 예측기술 개발을 위하여 자동유량계측기술을 소하천에 확대적용하고 실시간 수리량 자료를 계측하고 있다. 자동유량계측기술은 CCTV를 이용하여 표면유속을 구하고 동시에 계측된 수위와 단면자료를 이용하여 자동으로 유량을 계측하는 기술이다. 자동유량계측기술은 저비용, 저노동, 고효율의 유량계측기술로써 부족한 계측인력과 계측의 안전성을 고려할 때 소하천에 적합한 계측기솔이라고 할 수 있다. 행정안전부와 국립재난안전연구원은 2025년 까지 전국 소하천의 10%인 2,230개 소하천에 자동유량계측기술을 확대 구축하고 실시간으로 수리량 자료를 걔측할 계획이다. 본 연구에서는 이들 계측자료와 AI 등 첨단기술에 기반한 홍수 예측기술 개발하고자 한다. 예측기술은 계측유역과 미계측유역을 구분하며, 계측유역에 대해서는 계측자료를 이용하고 미계측 유역에 대해서는 단위도법과 CES를 이용하여 구한 결과를 이용하여 강우-유량 노모그래프와 수위-유량 관계식을 개발한다. 이때 노모그래프는 토양수분조건을 고려하여 개발하며, 미계측 소하천의 예측결과는 소하천을 그룹화하고 동일 그룹내에 포함된 소하천의 계측자료를 이용하여 검증한다. 개발된 홍수 예측기술은 소하천 홍수 예·경보시스템에 적용되며 이렇게 개발된 시스템은 소하천의 인명피해 저감에 크게 기여할 수 있을 것으로 기대된다.

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A review on estimation and comparison of rainfall kinetic energy using disdrometer: a case study of Sangju (광학우적계를 활용한 강우 운동에너지 산정 및 비교에 관한 연구: 상주지역을 중심으로)

  • Yeon, Min Ho;Van, Linh Nguyen;Song, Min Geun;Lee, Gi Ha
    • Proceedings of the Korea Water Resources Association Conference
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    • 2022.05a
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    • pp.129-129
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    • 2022
  • 국내에서 발생하는 토양침식(soil erosion)은 주로 강우에 의해 발생하며, 이로 인해 농경지 유실, 탁수 발생, 하천 통수능 저하 등 여러 수문학적·환경적 문제가 발생한다. 따라서 유역 내 토양침식 위험지역을 선별하고, 해당 지역의 토양유실 및 유사의 발생량을 산정하는 것은 토양보전 대책 수립 시에 중요한 지표로 활용된다. 침식-유사유출의 물리적 과정은 크게 '강우에 의한 토양 분리(detachment by raindrop)'와 '지표류에 의한 토양 분리(detachment by overlandflow)'로 나눌 수 있으며, 그중 강우에 의한 토양 분리는 수침식(water erosion)의 첫 번째 과정 중 하나로 강우 시 낙하하는 강우 입자들이 갖는 운동에너지가 지표면을 타격할 때 토양체로부터 토양입자가 분리되는 과정이다. 따라서 강우에 의한 토양분리량 산정을 위해서는 강우 운동에너지(rainfall kinetic energy, KE)의 정확한 계산이 요구된다. 그러나 기후 및 지리적 특성 등 여러 조건에 따라 강우 운동에너지는 지역마다 다르게 나타나며, 이로 인해 강우 운동에너지 추정이 매우 어려운 실정이다. 따라서 강우 운동에너지 추정은 주로 강우강도(rainfall intensity, I)와의 관계를 이용한 함수식을 활용한다. 본 연구에서는 대상 지역인 상주지역에 광학우적계(disdrometer)를 설치하여 2020년 6월부터 2021년 12월까지 관측된 37개의 강우 사상에 대하여 KE-I의 관계를 분석하고, 이를 통해 강우 운동에너지식을 도출하였다. 또한, 기존에 국외 및 국내에서 제시된 선형(linear), 멱함수(power-law function), 지수함수(exponential function) 형태의 강우 운동에너지 공식과 본 연구에서 산정된 KE를 비교하였다. 그 결과 비체적 강우 운동에너지에서 Sanchez-Moreno et al. (2012)가 제안한 멱함수 형태의 공식이, 비시간 강우 운동에너지에서 Kinnel (1981)이 제안한 지수함수 형태의 공식이 각각 강우 운동에너지 추정에 통계적으로 유의한 것으로 나타났다.

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An Experimental Study on Development of the Opening Apparatus for Oil Boom (오일펜스 전개장치 개발에 관한 실험적 연구)

  • Jang Duck-Jong;Na Sun-Chol
    • Journal of the Korean Society for Marine Environment & Energy
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    • v.9 no.1
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    • pp.45-54
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    • 2006
  • The study was to review methods by which a ship can unfold and tow an oil boom by attaching the opening apparatus to an oil boom through experiments. The shape and dimension of the opening apparatus were designed with the measurement value of the towing tension load of the oil boom and the dimension of winch drum of the oil boom installed in the ship considered. For the field experiment to identify the performance of the opening apparatus, opening apparatuses were prepared to have the dimension of $3.0m^2$ and $6.0m^2$ which is 91% and 75% of the calculation value for type B and C respectively. As a result, T(kg), the value of tension in type B oil boom according to the towing speed(v) change when two ships are towed together were proved to be $T=920v^{1.1}\;and\;T=500v^{0.9}$ in case the distance is 100 m and 50 m. Based on the result, the dimension of the opening apparatus for type B and C oil boom was calculated as $3.3m^2$ and $8.0m^2$ respectively. When unfolding and towing by attaching the opening apparatus and 200 m of towing line at both ends of type B and type C oil boom, the maximum width of the opening apparatus was shown as 114 m and 95 m in average(width of opening/total length of oil boom: 33% and 57%) in the towing speed of 1.5 kt. It was evaluated that the opening apparatus could concentrate the spilled oil in a good performance. However as far as the increase rate of oil boom opening width according to the length of the towing line is debatable, the increase rate is remarkably reduced when it is lengthened from 100 m to 150 m and to 200 m although it showed extreme increase of 31% and 40% when the length of the towing line was changed from 50 m to 100 m. Therefore, it is inferred that the towing line should be maintained more or less 100 m to get good spread efficiency of the opening apparatus. Additionally, if the towing speed is faster than 1.5 kt, the opening width was narrowed because of the reduced spread efficiency and the shape of the oil boom can be unstable because of the partial sinking of the oil boom, run over waves, or flap of skirt. Thus the reasonable towing speed can be within 1.5 kt for the operation of the opening apparatus.

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A Definition of Korean Heat Waves and Their Spatio-temporal Patterns (우리나라에 적합한 열파의 정의와 그 시.공간적 발생패턴)

  • Choi, Gwang-Yong
    • Journal of the Korean Geographical Society
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    • v.41 no.5 s.116
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    • pp.527-544
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    • 2006
  • This study provides a definition of heat waves, which indicate the conditions of strong sultriness in summer, appropriate to Korea and intends to clarify long term(1973-2006) averaged spatial and temporal patterns of annual frequency of heat waves with respect to their intensity. Based on examination of the Korean mortality rate changes due to increase of apparent temperature under hot and humid summer conditions, three consecutive days with at least $32.5^{\circ}C,\;35.5^{\circ}C,\;38.5^{\circ}C,\;and\;41.5^{\circ}C$ of daily maximum Heat Index are defined as the Hot Spell(HS), the Heat Wave(HW), the Strong Heat Wave(SHW), and the Extreme Heat Wave(EHW), respectively. The annual frequency of all categories of heat waves is relatively low in high-elevated regions or on islands adjacent to seas. In contrast, the maximum annual frequency of heat waves during the study period as well as annual average frequency are highest in interior, low-elevated regions along major rivers in South Korea, particularly during the Changma Break period(between late July and mid-August). There is no obvious increasing or decreasing trend in the annual total frequency of all categories of heat waves for the study period However, the maximum annual frequencies of HS days at each weather station were recorded mainly in the 1970s, while most of maximum frequency records of both the HW and the SHW at individual weather stations were observed in the 1990s. It is also revealed that when heat waves occur in South Korea high humidity as well as high temperature contributes to increasing the heat wave intensity by $4.3-9.5^{\circ}C$. These results provide a useful basis to help develop a heat wave warning system appropriate to Korea.

Evaluation of Function of Upland Farming for Preventing Flood and Fostering Water Resources (밭농사의 수자원 함양과 홍수조절 기능에 대한 계량화 평가)

  • Hyun, Byung-Keun;Kim, Moo-Sung;Eom, Ki-Cheol;Kang, Ki-Kyung;Yun, Hong-Bae;Seo, Myung-Cheol
    • Korean Journal of Soil Science and Fertilizer
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    • v.36 no.3
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    • pp.163-179
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    • 2003
  • Multifunctionality of agriculture which is not traded on the market now has been an important international issue in that it environmental and public benefits. We carried out to modify and to update the function of upland farming on flood prevention and fostering water resources. Economic values of environmental benefits were evaluated by replacement cost methods. Models to evaluate the function of preventing flood were selected as: (1)precipitation(flood-inducing) - runoff(A), (2) soil depth ${\times}$ soil air phase, (3) precipitation (flood-inducing) - runoff(B), (4) soil depth ${\times}$ effective porosity of soil. Models to estimate the function of fostering water resources were (1) saturated hydraulic conductivity (Ks) ${\times}$ duration of saturation(days) ${\times}$ (1-ratio of water flow directly into river), (2) precipitation ${\times}$ ratio of water fostered by rain resources ${\times}$ (area of upland/total land area), and (3) soil water retention quantity(under standing crop or tree) - SWRQ(in bare soil). Function of preventing flood was $883Mg\;ha^{-1}$ of water per year and 645 million Mg for the whole upland area. Function of fostering water resources was $94.1Mg\;ha^{-1}$ of water per year and 69 million Mg for the whole upland area. The value of flood-preventing function evaluated by replacement cost methods was estimated 1,428 billion won per year as compared to the cost for dam construction. The value of water resource fostering were estimated 8.6 billion won in the price of living water.

Mass Balance of Salts, DIP, DIN and DON in the Gomso Tidal Flat (곰소만 조간대에서 Salts, DIP, TDN의 물질 수지)

  • Jeong Yong-Hoon;Kim Yeong-Tae;Kim Ki-Hyun;Kim Soh-Young;Kim Byung-Hoon;Yang Jae-Sam
    • The Sea:JOURNAL OF THE KOREAN SOCIETY OF OCEANOGRAPHY
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    • v.11 no.2
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    • pp.68-81
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    • 2006
  • As one of the on-going projects to investigate the biogeochemical characteristics of tidal flat, we develop seasonal mass balance calculations (or DIP, DIN and DON in Gomso Bay. We have obtained 13-hours time-series data of salinity, tidal current, nutrients, and chlorophyll-a of seawater for spring, dry summer, rainy summer and winter during $1999{\sim}2000$. DIP of $-1.10{\times}10^6g\;P\;day^{-1},\;-4.50{\times}10^5g\;P\;day^{-1}$ was out-fluxed from the bay to the bay proper for spring and dry summer, respectively. Whereas $1.06{\times}10^4g\;P\;day^{-1}$ of net influx of DIP was found during winter and $2.72{\times}10^6g\;P\;day^{-1}$ of net influx was also found during the rainy summer. Therefore we suggest the role of Gomso tidal flat as a source of DIP fur the seasons of spring and summer, but as an opposite role during the rainy summer and winter but much smaller in magnitude. Except winter, the advection process by tidal current is found the most dominant flux among the diverse fluxes of DIP in the bay. Whereas ground water is estimated as the strongest flux of TDN except winter. TDN of $1.38{\times}10^7g\;N\;day^{-1},\;2.45{\times}10^6g\;N\;day^{-1},\;and\;4.65{\times}10^7g\;N\;day^{-1}$ was in-fluxed to the bay from the bay proper far spring, rainy summer and summer, respectively. Only $-1.70{\times}10^7g\;N\;day^{-1}$ of net out-flux was found during the winter. Therefore we suggest the role of Gomso tidal flat as a sink of TDN far the year round except winter.

Estimation of the Freshwater Advection Speed by Improvement of ADCP Post-Processing Method Near the Surface at the Yeongsan Estuary (ADCP 표층유속 자료처리방법 개선을 통한 영산강 하구 표층 방류수 이류속도 산정)

  • Shin, Hyun-Jung;Kang, Kiryong;Lee, Guan-Hong
    • The Sea:JOURNAL OF THE KOREAN SOCIETY OF OCEANOGRAPHY
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    • v.19 no.3
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    • pp.180-190
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    • 2014
  • It has been customary to exclude top 10-20% of velocity profiles in the Acoustic Doppler Current Profiler (ADCP) measurement due to side lobe effects at the boundary. To better understand the mixing in the Yeongsan estuary, the freshwater advection speed (FAS) was recovered from highly contaminated ADCP data near the surface. The velocity profiles were measured by using ADCP at two stations in the Yeongsan estuary during August 2011: one was located in front of the Yeongsan estuarine dam and the other was deployed near Goha Island. The FAS was recovered from the ADCP data set by applying rigorous post-processing methods and compared with the sediment advection speed (SAS). The SAS was determined by the peak time difference of suspended sediment concentration between two stations in the channel, divided by the distance of two stations. The FAS and the SAS showed very similar value when the freshwater discharge was greater than $2.0{\times}10^7$ ton and the SAS was a bit greater when the freshwater discharge was smaller. Since the FAS was on average about 0.8 m/s greater than the velocity at 0.8 of water depth from the bottom, the net discharge, estimated with recovered FAS and integrated over water depth and tidal cycle, was directed seaward during the high discharge contrary to the onshore direction of the net discharge estimated with 0.8 of water depth from the bottom. Moreover, the velocity shear and Richardson number changed when the FAS was used. Thus, the importance of the true FAS is appreciated in the investigation of the surface layer stability. If currents, temperature and salinity were observed for longer time in the future, it could be possible to more accurately understand the formation and decay of stratification as well as the suspended sediment transport processes.

Modification of WASP5 for Ungauged Watershed Management and Its Application (미계측 유역관리를 위한 WASP5 모형의 개선 및 적용성 검토)

  • Kim, Jin-Ho;Shin, Dong-Suk;Kwun, Soon-Kuk
    • Korean Journal of Agricultural and Forest Meteorology
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    • v.9 no.1
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    • pp.29-36
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    • 2007
  • This study was carried out to develop a water quality simulation model for the evaluation of an ungauged watershed. For this purpose, the WASP5 model was selected and modified. The model consists of three sub-models, LOAD-M, DYN-M, and EUT-M. LOAD-M, an empirical model, estimates runoff loadings using point and non-point source data of villages. The Geum River Estuary watershed was selected to calibrate and verify the Modified-WASP5. The LOAD-M model was established using field data of water quality and quantity at the gauging stations of the watershed and was applied to the ungauged watersheds, taking the watershed properties into consideration. The result of water quality simulation using Modified-WASP5 shows that the observed average BOD data from Gongju and Ganggyeong were 2.6 mg/L and 2.8 mg/L, and the simulated data were 2.5 mg/L and 2.4 mg/L, respectively. Generally, simulation results were in good agreement with the observed data. This study focused on formulating an integrated model for evaluating ungauged watersheds. Even though simulation results varied slightly due to limited availability of data, the model developed in this study would be a useful tool for the assessment and management of ungauged watersheds.

A Study on the Evaluation of Fertilizer Loss in the Drainage(Waste) Water of Hydroponic Cultivation, Korea (수경재배 유출 배액(폐양액)의 비료 손실량 평가 연구)

  • Jinkwan Son;Sungwook Yun;Jinkyung Kwon;Jihoon Shin;Donghyeon Kang;Minjung Park;Ryugap Lim
    • Journal of Wetlands Research
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    • v.25 no.1
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    • pp.35-47
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    • 2023
  • Korean facility horticulture and hydroponic cultivation methods increase, requiring the management of waste water generated. In this study, the amount of fertilizer contained in the discharged waste liquid was determined. By evaluating this as a price, it was suggested to reduce water treatment costs and recycle fertilizer components. It was evaluated based on the results of major water quality analysis of waste liquid by crop, such as tomatoes, paprika, cucumbers, and strawberries, and in the case of P component, it was analyzed by converting it to the amount of phosphoric acid (P2O5). The amount of nitrogen (N) can be calculated by discharging 1,145.90kg·ha-1 of tomatoes, 920.43kg·ha-1 of paprika, 804.16kg·ha-1 of cucumbers, 405.83kg·ha-1 of strawberries, and the fertilizer content of P2O5 is 830.65kg·ha-1 of paprika, 622.32kg·ha-1 of tomatoes, 477.67kg·ha-1 of cucumbers. In addition, trace elements such as potassium (K), calcium (Ca), magnesium (Mg), iron (Fe), and manganese (Mn) were also analyzed to be emitted. The price per kg of each item calculated by averaging the price of fertilizer sold on the market can be evaluated as KRW, N 860.7, P 2,378.2, K 2,121.7, Ca 981.2, Mg 1,036.3, Fe 126,076.9, Mn 62,322.1, Zn 15,825.0, Cu 31,362.0, B 4,238.0, Mo 149,041.7. The annual fertilizer loss amount for each crop was calculated by comprehensively considering the price per kg calculated based on the market price of fertilizer, the concentration of waste by crop analyzed earlier, and the average annual emission of hydroponic cultivation. As a result of the analysis, the average of the four hydroponic crops was 5,475,361.1 won in fertilizer ingredients, with tomatoes valued at 6,995,622.3 won, paprika valued at 7,384,923.8 won, cucumbers valued at 5,091,607.9 won, and strawberries valued at 2,429,290.6 won. It was expected that if hydroponic drainage is managed through self-treatment or threshing before discharge rather than by leaking it into a river and treating it as a pollutant, it can be a valuable reusable fertilizer ingredient along with reducing water treatment costs.

The Effect of Forest Production on National Income (임업생산(林業生産)이 국민소득(國民所得)에 미치는 영향(影響))

  • Lee, Sung Yoon
    • Journal of Korean Society of Forest Science
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    • v.9 no.1
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    • pp.61-74
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    • 1969
  • Forest area in Korea ocupies as much as 68 percent of the total land area, but forest production figure in the statistics is rather trifling: that is about 2 percent of Gross National Production (G.N.P.), on the average. In view of the primary industrial sector, its production only weighs no more than 5 percent of this whole sector. Forest production written above refers only to direct forest income of the whole forest income. For the primary forest products they are in many cases used as raw materials for other interrelated industries. The added value there-from, which arises from round about production Process, in other word, indirect income is of most singnificance. Nevertheless, until nowadays forest production has been merely refered to timber production i, e, direct production but indirect income has never been looked upon. In this regard, calculated indirect forest income by means of input ratio method. The material used were Leontiefls tables of two 1963 and 1966 fiscal years, surveyed and analysed by The Bank of Korea. Indirect forest income calculated were 42,688,200,000 won in 1963 and 74,789,800,000 won in 1966 compared direct forest income of 14,361,000,000 won in 1963 and 17,709,000,000 won in 1966. So far as indirect forest income is considered total forest production indices composed of direct and indirect forest income amount to 8.23% in 1963 and 10.12% in 1966 of Gross National Production. Invisuable forest income which originates from, what we cal, indirect benefit of forestry such as land conservation, flood and drought control, soil run off control, scenic beauty and many others is naturall, not included in the calculation. As already mentioned, primary forest products are, for the most part, utilized as raw materials for other industries, therefore indirect forest income is rather appreciable than direct forest income, contributing for the growth and development of other connected industries. In these points of view, forestry must not be evaluated trifling in deciding industrial importances.

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