• Title/Summary/Keyword: Mean basin precipitation

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Temporal and Spatial correlation of Meteorological Data in Sumjin River and Yongsan River Basins (섬진강 및 영산강 유역 기상자료의 시.공간적 상관성)

  • 김기성
    • Magazine of the Korean Society of Agricultural Engineers
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    • v.41 no.6
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    • pp.44-53
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    • 1999
  • The statistical characteristics of the factors related to the daily rainfall prediction model are analyzed . Records of daily precipitation, mean air temperature, relative humidity , dew-point temperature and air pressure from 1973∼1998 at 8 meteorological sttions in south-western part of Korea were used. 1. Serial correlatino of daily precipitaiton was significant with the lag less than 1 day. But , that of other variables were large enough until 10 day lag. 2. Crosscorrelation of air temperature, relative humidity , dew-point temperature showed similar distribution wiht the basin contrours and the others were different. 3. There were significant correlation between the meteorological variables and precipitation preceded more than 2 days. 4. Daily preciption of each station were treated as a truncated continuous random variable and the annual periodic components, mean and standard deviation were estimated for each day. 5. All of the results could be considered to select the input variables of regression model or neural network model for the prediction of daily precipitation and to construct the stochastic model of daily precipitation.

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Groundwater Use and Its Perspective in Haean Basin, Yanggu County of Gangwon Province (강원도 양구군 해안분지의 지하수 사용과 전망)

  • Lee, Jin-Yong;Han, Jiwon
    • Journal of Wetlands Research
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    • v.15 no.2
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    • pp.179-189
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    • 2013
  • The Haean basin is a unique geographical feature formed by differential erosion and it borders the military demarcation line. Recently the basin has become an interest of civilians due to security tour, highland vegetables and wetland. After the civil war, the population decreased but it has increased since 2007. The annual mean air temperature in the basin has increased with a rate of $+0.016^{\circ}C/yr$ and the annual precipitation also has increased with a rate of +10.41 mm/yr. The precipitation occurring in June~August (wet season) occupied most of the total precipitation increase. In addition, recently the number of groundwater wells and its use have gradually increased and most of them are for agriculture including cultivation of rice and highland vegetables. If the air temperature further increases in the future according to the climate change scenarios, the highland vegetables cultivation will be difficult. Furthermore, if the rainstorm in the summer will be enforced, the groundwater recharge and water management will be aggravated. Therefore, an evaluation for sustainable groundwater development in the basin and a reform of the current agriculture (change of cultivating crops) depending on much water are essentially required.

On the Characteristics of Precipitation Distribution of the Korean Peninsula according to the Latitudinal Location of the Changma Front (장마전선의 위치로 본 한반도 강수분포의 특성)

  • Park, Byong-Ik
    • Journal of the Korean association of regional geographers
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    • v.9 no.2
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    • pp.192-202
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    • 2003
  • The purpose of this paper is to examine the characteristics of precipitation distribution of the Korean Peninsula according to the latitudinal location of the front for the Changma season. In the Korean Peninsula there are much rainfalls in the regions near the Changma Front and these regions have much annual mean rainfall. When the front is going north across the latitude of $30^{\circ}N$, precipitation is increased in the whole country and it is the beginning time of Changma. The day which has rainfall less than 10 mm a day appears frequently around the neighborhood of the Gaema plateau in the Changma season. In the basin of the Cheongcheon River the greater part of much mean rainfall of June and July is explained by the precipitation of the cases of no front in $128^{\circ}E$ and that for fronts of the latitude zone of $30{\sim}33^{\circ}N$ which is far from the basin, and this is a different point from the other much rainfall region in Korea.

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유역 물수지조사를 위한 수문기상학적인 기초자료분석

  • 이광호
    • Water for future
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    • v.5 no.2
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    • pp.44-48
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    • 1972
  • This article includes hydrometeorological analysis of evapotranspiration and precipitation, which are used available basic data for a certain basin water budget. Evapotranspiration on water surface, bare soil and rice fields is directly measured by Thornthwaite's type Lysimeter and on water surface and vegetables computed using the Penman's equation. Areal precipitation is analized through the Thiessen method and arithmatic mean method. It is interested fact that the correlation coefficient for Class A Pan's evaporation vs. the actual evapotranspiration is the highest value among the coefficients for different type evaporimeter and Penman equation, and evaporation ratio on rice field's evapotranspiration vs. Class A Pan's evaporation is 1. 5-2. 3.

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Development of Regional Regression Model for Estimating Mean Low Flow in Ungauged Basins (미계측 유역 평균갈수량 산정을 위한 지역회귀모형의 개발)

  • Lee, Tae Hee;Lee, Min Ho;Yi, Jaeeung
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.36 no.3
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    • pp.407-416
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    • 2016
  • The purpose of this study is to develop regional regression models to estimate mean low flow for ungauged basins. The unregulated streamflow data observed at 12 multipurpose dams and 4 irrigation dams were analyzed for determining mean low flows. Various types of regression models were developed using the relationship between mean low flows and various sets of watershed characteristics such as drainage area, average slope, drainage density, mean annual precipitation, runoff curve number. The performance of each regression model for estimating mean low flows was assessed by comparison with the results obtained from the observed data. It was found that a regional regression model explained by drainage area, the mean annual precipitation, and runoff curve number showed the best performance. The regression model presented in this study also gives better estimates of mean low flow than the estimates by the drainage-area ratio method and the previous regression model.

Error analysis of areal mean precipitation estimation using ground gauge precipitation and interpolation method (지점 강수량과 내삽기법을 이용한 면적평균 강수량 산정의 오차 분석)

  • Hwang, Seokhwan;Kang, Narae;Yoon, Jung Soo
    • Journal of Korea Water Resources Association
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    • v.55 no.12
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    • pp.1053-1064
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    • 2022
  • The Thiessen method, which is the current area average precipitation method, has serious structural limitations in accurately calculating the average precipitation in the watershed. In addition to the observation accuracy of the precipitation meter, errors may occur in the area average precipitation calculation depending on the arrangement of the precipitation meter and the direction of the heavy rain. When the watershed is small and the station density is sparse, in both simulation and observation history, the Thiessen method showed a peculiar tendency that the average precipitation in the watershed continues to increase and decrease rapidly for 10 minutes before and after the peak. And the average precipitation in the Thiessen basin was different from the rainfall radar at the peak time. In the case where the watershed is small but the station density is relatively high, overall, the Thiessen method did not show a trend of sawtooth-shaped over-peak, and the time-dependent fluctuations were similar. However, there was a continuous time lag of about 10 minutes between the rainfall radar observations and the ground precipitation meter observations and the average precipitation in the basin. As a result of examining the ground correction effect of the rainfall radar watershed average precipitation, the correlation between the area average precipitation after correction is rather low compared to the area average precipitation before correction, indicating that the correction effect of the current rainfall radar ground correction algorithm is not high.

Analysis of Runoff Characteristics in the Geum River Basin using Watershed Management Model (유역관리모형을 이용한 금강유역 유출특성 해석)

  • Ryoo, Kyong-Sik;Hwang, Man-Ha;Maeng, Seung-Jin;Lee, Sang-Jin
    • Journal of Korean Society on Water Environment
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    • v.23 no.4
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    • pp.527-534
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    • 2007
  • To operate scientifical and integrated management of water resources, it needs to identify clearly the quantitative variation and moving pathway of water resources in a basin. Moreover, it needs to also estimate more precisely the amount of runoff generating from the precipitation. Thus, in this study, to carry out more reliable hydrologic analyses, the runoff characteristics according to detailed runoff components and water balance in a basin are analyzed. As a result of yearly water balance analyses, during the period of drought year, the loss is bigger than that of 6-year mean loss and the return flow of groundwater is the most dominant component of runoff. During the period of flood year, the loss is smaller about 4% than that of 6-year mean loss and the subsurface water is the most dominant component of runoff. The loss due to the interception and evapotranspiration for 6-year mean loss is about 53% of the total rainfall, the mean runoff ratio is about 27% and the baseflow is about 22%.

A study on determining threshold level of precipitation for drought management in the dam basin (댐 유역 가뭄 관리를 위한 강수량 임계수준 결정에 관한 연구)

  • Lee, Kyoung Do;Son, Kyung Hwan;Lee, Byong Ju
    • Journal of Korea Water Resources Association
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    • v.53 no.4
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    • pp.293-301
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    • 2020
  • This study determined appropriate threshold level (cumulative period and percentage) of precipitation for drought management in dam basin. The 5 dam basins were selected, the daily dam storage level and daily precipitation data were collected. MAP (Mean Areal Precipitation was calculated by using Thiessen polygon method, and MAP were converted to accumulated values for 6 cumulative periods (30-, 60-, 90-, 180-, 270-, and 360-day). The correlation coefficient and ratio of variation coefficient between storage level and MAP for 6 cumulative periods were used to determine the appropriate cumulative period. Correlation of cumulative precipitation below 90-day was low, and that of 270-day was high. Correlation was high when the past precipitation during the flood period was included within the cumulative period. The ratio of variation coefficient was higher for the shorter cumulative period and lower for the longer in all dam, and that of 270-day precipitation was closed to 1.0 in every month. ROC (Receiver Operating Characteristics) analysis with TLWSA (Threshold Line of Water Supply Adjustment) was used to determine the percentage of precipitation shortages. It is showed that the percentage of 270-day cumulative precipitation on Boryung dam and other 4-dam were less than 90% and 80% as threshold level respectively, when the storage was below the attention level. The relationship between storage and percentage of dam outflow and precipitation were analyzed to evaluate the impact of artificial dam operations on drought analysis, and the magnitude of dam outflow caused uncertainty in the analysis between precipitation and storage data. It is concluded that threshold level should be considered for dam drought analysis using based on precipitation.

The characteristics of discharged non-point pollutants on Hwa-sung lake inflow streams on precipitation (화성호 유입하천의 강우시 비점오염물질 유출특성)

  • Lee, Sang Eun;Choi, I Song;Lee, In Ho;Hong, Dae Byuk;Oh, Jong Min
    • Journal of Environmental Impact Assessment
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    • v.20 no.5
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    • pp.651-661
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    • 2011
  • The purpose of this study is to estimate the characteristics and pollutant loadings of non-point pollutants that flowed in the streams on precipitation for pollutant loading reduction of Hwa-sung lake inflow streams. Although it has been made an effort to improve the water quality of Hwa-sung basin through the strategies for the preservation of water quality, it is shown that the water quality is not greatly improved. Because it has been industrialized and urbanized near Hwa-sung basin so that it is difficult to reduce the water pollution due to the increase in pollutant loadings of point and non-point sources. In this study, it is investigated the outflow characteristics of non-point pollutants that discharged with storm runoff and estimated the effect of runoff on Hwa-sung basin. The final goal of this study is to utilize the basic information for proper management and strategies of non-point sources on Hwa-sung basin. At the result of inflow streams, Ja-an stream that has the greatest pollutant loadings on precipitation is strongly influenced on the water quantity of Hwa-sung basin. On the other hand, it is shown that Nam-yang stream is strongly influenced on the SS concentration of Hwasung basin among them. Also, all streams; Nam-yang, Ja-ahn, Ah-eun stream; has the degree of slope more than or near 1 in the correlation results so that they have strong pollutant loading impact and the concentration of SS is the highest among other pollutants. So, specific studies on initial rain phenomena are more necessary to manage the pollutants economically. Also, the proper control of SS concentration is required to manage the effluent pollutants effectively on precipitation. So, it is necessary to consider the strategies for non-point pollutants as well as point pollutants when the new management is imposed to reduce the pollutant load for improvement of Hwa-sung basin.

Runoff Characteristics of a Small Catchment in Eoseungsaeng-oreum, Jeju Island (제주도 스코리아콘의 유출 특성 - 어승생오름 소유역을 사례로 -)

  • KIM, Taeho;AN, Junggi
    • Journal of The Geomorphological Association of Korea
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    • v.15 no.2
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    • pp.55-65
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    • 2008
  • In order to examine the runoff characteristics of scoria cones in Jeju Island, hydrological observations were conducted in the experimental basin (5.1 ha) of Eoseungsaeng-oreum which has been predominantly covered with Carpinus laxiflora and Quercus serrata. Although runoff has continuously occurred during the observed period, the baseflow gradually increased from April and decreased from October. The peak flow approximately corresponded to every rainfall events except for the rainfall events which has slight total precipitation and no previous precipitation. The experimental basin shows flash runoff response and short lag time; the mean lag time is 35.8 minutes. Although the runoff ratio of quick flow is proportional to total precipitation, the increasing rate is low and the maximum runoff ratio is 24.7%. In addition, the runoff ratio is less than 1% in 68.3% of the rainfall events, suggesting that the portion of quick flow to total precipitation is low. The rainfall events with relatively long event time demonstrated a secondary peak generated by translatory flow. The runoff characteristics seem to be related to local impermeable beds in the experimental basin.