• Title/Summary/Keyword: modified DIROM

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Surveying Water Supply from Irrigation Reservoirs in the Han River Basin (한강수계 관개용 저수지의 공급량 조사)

  • 임상준;강민구;박승우;박창언
    • Magazine of the Korean Society of Agricultural Engineers
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    • v.42 no.6
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    • pp.37-44
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    • 2000
  • The objectives of the research were to modify and validate a daily water balance model, DIROM, for irrigation reservoirs using field data, and to estimate daily water supply from the reservoirs in the Han river basin. Modified DIROM was applied to three test sites, and validated with field data. The relative errors between the simulated and observed water supply were less than 10 percent. Historical records on daily or ten-day’s storage for 110 reservoirs from the twenty Farmland Improvement Associations, FIA were collected and used to estimate the daily water supply during 1993 to 1997. The results were applied to the other 723 reservoirs that are not owned by FIA. The five-year averaged annual water supply from the reservoirs was estimated to be 180 million ㎥/yr. Maximum yearly water supply was recorded to be 190 million ㎥/yr in 1996.

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Estimation of Amounts of Water Release from Reservoirs Considering Customary Irrigation Water Management Practices in Paddy-Field Districts (관개지구의 관행 물관리를 고려한 저수지 용수공급량 추정)

  • Kang, Min Goo;Oh, Seung Tae;Kim, Jin Taek
    • Journal of The Korean Society of Agricultural Engineers
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    • v.56 no.5
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    • pp.1-9
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    • 2014
  • The DIROM (Daily Irrigation Reservoir Operation Model) was modified to estimate amounts of water release from reservoirs, considering customary irrigation water management practices, such as water supply for puddling and transplanting paddy rice from seeding beds and mid-season drainage. The applicability of the modified model was investigated by simulating amounts of water release from three study reservoirs: Hwamae, Ogi, and Doya Reservoirs. In terms of annual amounts of water release, the relative errors between the observed and simulated values in 2012 and 2013 ranged -26.20 % to 10.28 % and 4.90 % to 30.06 %, respectively; in case of reservoir water levels, the RMSE values ranged 0.45 m to 1.34 m and 0.40 m to 1.27 m, respectively. Also, it was revealed that the model provided better simulation results for monthly water releases than the original model. In addition, the model presented better performance in simulating 10-day amounts of water release from April to June. However, the model had still significant errors in the simulation results from July to September because the reservoirs were practically operated to adapt to water management circumstances. Finally, it is concluded that the modified DIROM can estimate the amounts of water release from reservoirs, reflecting irrigation water management customs in paddy-field districts. To achieve higher prediction accuracy of the model, it is necessary to incorporate practical reservoir operation rules into the model.

Impact of the Geochemical Characteristics and Potential Contaminants Source of Surrounding Soil on Contamination of a Reservoir in an Island (II) - Appraisal of flow categorized by Incursion Using Rainfall-Runoff Model - (주변토양의 지구화학적 특성과 잠재적 오염원이 도서지역 저수지의 오염부하에 미치는 영향(II) - 강우 유출 모형을 이용한 유입경로별 유출량 평가 -)

  • Park, Sun-Hwan;Park, Wan-Sub;Jun, Young-Bong;Kim, Chang-Gyun;Kim, Sung-Gou;Kang, Seon-Hong;Chang, Yoon-Young;Jeong, Jeong-Ho;Jung, Jong-Ahm
    • Journal of Environmental Impact Assessment
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    • v.19 no.3
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    • pp.215-222
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    • 2010
  • This research aims to gain the result of assessment of inflow categorized by runoff path using DIROM (Daily Irrigation Reservoir Operation Model) for Baengnyeong-myeon reservior which was built for residents of Baengnyeong island to solve the shortage of drinking water and stable supply of domestic water. The simulation results of DIROM and actual hydrograph of the reservoir show very low correlation with geological characteristics. The simulation results by DIROM after adjusting with modified Tank III model which considers all outflow from Tank II model as interflow among 3 level tanks show good correlation of its regional runoff and inflow characteristics with $R^2$=0.9058. In the study area, diffluence of 37% of rain fall of the study year has been simulated, which shows low result compared to the average river runoff of national water resource. In addition, 34.5% of total inflow to the study reservoir is mainly interflow and baseflow among expected several channels.