• Title/Summary/Keyword: annual water balance

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Input and Output Budgets for Nitrogen of Paddy Field in South Korea

  • Jung, Goo-Bok;Hong, Seung-Chang;Kim, Min-Kyeong;Kim, Myung-Hyun;Choi, Soon-Kun;So, Kyu-Ho
    • Korean Journal of Soil Science and Fertilizer
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    • v.49 no.1
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    • pp.60-65
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    • 2016
  • The main objective of this research was to estimate the total mass of nitrogen discharged from various sources in paddy field area of South Korea in 2010 and 2013. Input and output budgets for nitrogen were estimated by mass balance approach. The mass balance approach reduces the effect of flow variations, and the large scale approach minimizes local effects, resulting in easier and faster establishment of strategy for nonpoint pollution problems. Nitrogen inputs were chemical fertilizer, compost, atmospheric deposition, biological fixation, and agricultural water, while crop uptake, denitrification, volatilization, and infiltration were nitrogen outputs. The estimated total nitrogen inputs for paddy field in South Korea were $266,211ton\;yr^{-1}$, $260,729ton\;yr^{-1}$, while those of total nitrogen outputs were $168,463ton\;yr^{-1}$, $164,994ton\;yr^{-1}$ in 2010 and 2013, respectively. Annual amounts of potential nitrogen outflow from paddy field were $97,748ton\;yr^{-1}$, $95,735ton\;yr^{-1}$ in 2010 and 2013. Also, annual rate of potential nitrogen outflow were 36.7%, 36.7% in 2010 and 2013, respectively.

Estimation of Submarine Groundwater Discharge in Il-Gwang Watershed Using Water Budget Analysis and Rn Mass Balance (물 수지 방법과 라돈 물질수지 방법을 이용한 일광유역의 해저용출수 평가)

  • Gwak, Yong-Seok;Kim, Sang-Hyun;Lee, Yong-Woo;Hamm, Se-Yeung;Kim, In-Soo;Khim, Boo-Keun
    • Journal of Environmental Science International
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    • v.20 no.9
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    • pp.1165-1182
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    • 2011
  • The evaluation of potential submarine groundwater is an important research topic for exploring an alternative water resource. Two different approaches, water budget analysis and Rn mass balance method, were employed to investigate the annual variation of submarine groundwater discharge in 2010 at a marine watershed located at the south-eastern part of Korean Peninsula. In order to obtain reliable hydrological data during study period, temporal and spatial variations of rainfall and soil moisture had been collected and hydro-meterological data such as temperature, humidity and wind speed were collected The runoff response was simulated using SCS-CN method with spatial distributions of landuse and soil texture from GIS analysis. Six different methods were used to estimate the monthly variation of evapotranspiration and field measurements of soil moisture were used to account for the infiltration. Comparisons of infiltration and surface runoff between simulation and water balance with measurements showed coincidence. The water budget analysis and Rn mass balance method provide mean daily submarine groundwater as 5.35 and 4.07 $m^3/m/day$ in 2010, respectively.

Estimation of the Optimal Dredge Amount to Maintain the Water Supply Capacity on Asan-Lake (아산호 용수공급용량 유지를 위한 적정 준설량 산정)

  • Jang Tae-Il;Kim Sang-Min;Kang Moon-Seong;Park Seung-Woo
    • Journal of The Korean Society of Agricultural Engineers
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    • v.48 no.2
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    • pp.45-55
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    • 2006
  • This study analyze the hydrologic conditions and the effects of selected runoff characteristics as an attempt to estimate the optimal dredge amount for Asan Lake in Korea. The runoff feature was calculated by utilizing the water balance simulation from DIROM (Daily Irrigation Reservoir Operation Model), which allowed changes in landuse to be quantified using remote sensing for 14 years. The distribution of prospective sediment deposits was been tallied based on the changes in landuse, and quantity of incoming sediment estimated. From these findings, we were then able to simulate the fluctuation of water level, gauging the pumping days not already in use, to determine the frequency of the distribution for around the. requirement annual water storage and the changing water level. The optimal dredge amount was calculated on the basis of the distribution of frequency, taking into account the design criteria for agricultural water with the 10-year frequency of resistant capacity.

Gauging the climate-associated risks for paddy water management based on reservoir performance indices

  • Ahmad, Mirza Junaid;Cho, Gun-ho;Choi, Kyung-sook
    • Proceedings of the Korea Water Resources Association Conference
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    • 2022.05a
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    • pp.515-515
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    • 2022
  • Climate change is strongly threatening the performance of agricultural reservoirs, which are instrumental in ensuring uninterrupted water supplies for rice cultivation in Korea. In this study, various performance indices were derived and overall sustainability of the 400 agricultural reservoirs was evaluated in the context of climate change trends during 1973-2017. Rice crop evapotranspiration, irrigation water requirements, runoff generation in the upstream watershed, and volumetric evaporation losses were plugged into a water balance model to simulate the reservoir operation during the study period. Resilience, reliability, and vulnerability are the three main indicators of reservoir performance, and these were combined into a single sustainability metric to define the overall system credibility. Historical climate data analysis confirmed that the country is facing a gradual warming shift, particularly in the central and southern agricultural regions. Although annual cumulative rainfall increased over the last 45 years, uneven monthly rainfall distribution during the dry and wet seasons also exacerbated the severity and frequency of droughts/floods. For approximately 85% of the selected reservoirs, the sustainability ranged between 0.35 to 0.77, and this range narrowed sharply with time, particularly for the reservoirs located in the western and southern coast regions. The study outcomes could help in developing the acceptable ranges of the performance indices and implementing appropriate policy and technical interventions for improving the sustainability of reservoirs with unacceptable ranges of the performance indices.

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Water and Nutrient Mass Balances in Paddy Field with Groundwater Irrigation in Low-Rainfall Year (저강우연도 지하수 관개 필지논에서 수도재배기간 동안의 물질수지)

  • Hwang, H.S.;Jeon, J.H.;Kim, B.H.;Yoon, C.G.
    • Magazine of the Korean Society of Agricultural Engineers
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    • v.44 no.4
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    • pp.39-50
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    • 2002
  • Field experiment was performed to investigate water and nutrient mass balances in paddy field with groundwater irrigation from May to October, 2001. The total water inflow was about 1,183mm in which rainfall, overflow from upstream paddy, and groundwater irrigation accounted for 43, 30, and 27%, respectively. Notice that the precipitation of the study period was less than the average annual precipitation. The total drainage was almost balanced with the inflow and more than half of it was occurred by surface drainage. From the nutrient mass balance analysis, the T-P output (17.56kg/ha) was estimated slightly lower than the input (20.90kg/ha) and the T-N output (130.41kg/ha) was slightly greater than the input(129.24kg/ha). However, the difference was within the expectation and the nutrient mass was thought to be balanced considering uncertainties in field experiment and other activities not included in the study such as algae and soil microorganisms. The surface discharge of nutrient, which was about 10% of total nutrient output, was mainly affected by fertilization and rainfall runoff. Therefore, prudent surface drainage plan might be necessary particularly for the fertilization period to prevent degradation of receiving water quality. The study was performed under abnormally low rainfall compared to the average annual rainfall record, and further monitoring in diverse rainfalls and irrigation methods is recommended to estimate nutrient behavior in the paddy field more reasonably.

Effect of the climate change on groundwater recharging in Bangga watershed, Central Sulawesi, Indonesia

  • Sutapa, I Wayan
    • Environmental Engineering Research
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    • v.22 no.1
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    • pp.87-94
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    • 2017
  • This study was conducted to determine the effect of the climate change to the level of groundwater recharging. This research was conducted on the watershed of Bangga by using the Soil Water Balance of MockWyn-UB model. Input data compose of evapotranspiration, monthly rainfall, watershed area, canopy interception, heavy rain factor and the influence of climate change factors (rainfall and temperature). The conclusion of this study indicates that there is a decreasing trend in annual groundwater recharge observed from 1995 to 2011. The amount of groundwater recharge varied linearly with monthly rainfall and between 3% to 25% of the rainfall. This result implies that rain contributed more than groundwater recharge to runoff and evaporation and the groundwater recharge and Bangga River discharge depends largely on the rainfall. In order to increase the groundwater recharge in the study area, reforestation programmes should be intensified.

Development of Rainfall - Delayed Response Model for the Calculation of Baseflow Proportion (기저유출량추정을 위한 강우 지연반응모형 개발)

  • 홍종운;최예환
    • Magazine of the Korean Society of Agricultural Engineers
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    • v.30 no.2
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    • pp.31-43
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    • 1988
  • The Purpose of this study is to develop the rainfall-delayed response model (RDR Model) which influences the baseflow proportion of rivers as a result of the antecedent precipitation of the previous several months. The assesment of accurate baseflows in the rivers is one of the most important elements for the planning of seasonal water supply for agriculture, water resources development, hydrological studies for the availability of water and design criteria for various irrigation facilities. The Palukan river gauging site which is located in the Pulukan catchment on Bali Island, Indonesia was selected to develop this model. The basic data which has been used comprises the available historic flow records at 19 hydrologic gauging stations and 77 rainfall stations on Bali Island in the study. The methology adopted for the derivation of the RDR model was the water balance equation which is commonly used for any natural catcbment ie.P=R+(catchment losses) -R+(ET+DP+DSM+DGW). The catchment losses consist of evapotranspiration, deep percolation. change in soil moisture, and change in groundwater storage. The catchment areal rainfall has been generated by applying the combination method of Thiessen polygon and Isohyetal lines in the studies. The results obtained from the studies may be summarized as follows ; 1. The rainfall-runoff relationship derived from the water balance equation is as shown below, assuming a relationship of the form Y=AX+B. Finally these two equations for the annual runoff were derived ; ARO$_1$=0.855 ARF-821, ARF>=l,400mm ARO$_2$=0.290ARF- 33, ARF<1,400mm 2. It was found that the correction of observed precipitation by a combination of Thiessen polygons and Isohyetal lines gave good correlation. 3. Analysis of historic flow data and rainfall, shows that surface runoff and base flow are 52 % and 48% (equivalent to 59.4 mm) of the annual runoff, respectively. 4. Among the eight trial RDR models run, Model C provided the correlation with historic flow data. The number of months over which baseflow is distributed and the relative proportions of rainfall contributing in each month, were estimated by performing several trial runs using data for the Pulukan catchment These resulted in a value for N of 4 months with contributing proportions of 0.45, 0.50, 0.03 and 0.02. Thus the baseflow in any month is given by : P$_1$(n) =0.45 P(n) +0.50 P(n-I ) +0.03 P(n-$_2$) +0.02 P(n-$_3$) 5. The RDR model test gave estimated flows within +3.4 % and -1.0 % of the observed flows. 6. In the case of 3 consecutive no rain months, it was verified that 2.8 % of the dependable annual flow will be carried over the following year and 5.8 % of the potential annual baseflow will be transfered to the next year as a result of the rainfall-delayed response. The results of evaluating the pefformance of the RDR Model was generally satisfactory.

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Flood Risk Management for Weirs: Integrated Application of Artificial Intelligence and RESCON Modelling for Maintaining Reservoir Safety

  • Idrees, Muhammad Bilal;Kim, Dongwook;Lee, Jin-Young;Kim, Tae-Woong
    • Proceedings of the Korea Water Resources Association Conference
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    • 2020.06a
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    • pp.167-167
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    • 2020
  • Annual sediment deposition in reservoirs behind weirs poses flood risk, while its accurate prediction remains a challenge. Sediment management by hydraulic flushing is an effective method to maintain reservoir storage. In this study, an integrated approach to predict sediment inflow and sediment flushing simulation in reservoirs is presented. The annual sediment inflow prediction was carried out with Artificial Neural Networks (ANN) modelling. RESCON model was applied for quantification of sediment flushing feasibility criteria. The integrated approach was applied on Sangju Weir and also on estuary of Nakdong River (NREB). The mean annual sediment inflow predicted at Sangju Weir and NREB was 400,000 ㎥ and 170,000 ㎥, respectively. The sediment characteristics gathered were used to setup RESCON model and sediment balance ratio (SBR) and long term capacity ratio (LTCR) were used as flushing efficiency indicators. For Sangju Weir, the flushing discharge, Qf = 140 ㎥/s with a drawdown of 5 m, and flushing duration, Tf = 10 days was necessary for efficient flushing. At NREB site, the parameters for efficient flushing were Qf = 80 ㎥/s, Tf = 5 days, N = 1, Elf = 2.24 m. The hydraulic flushing was concluded feasible for sediment management at both Sangju Weir and NREB.

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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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Hydrological Properties of the Water Spider Habitat in Yeoncheon (연천 은대리 물거미 서식지의 수문적 특성)

  • Yang, Jae-Hyuk
    • Journal of The Geomorphological Association of Korea
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    • v.26 no.1
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    • pp.107-119
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    • 2019
  • In recent years, the drying of the water spider habitat has been progressing rapidly. This is the primary cause of extreme climatic events in 2014/2015 with overall reduction in annual precipitation, but impermeable clayey layer formed in the superficial formation also plays an important role. The clayey layer is a critical factor in the formation of wetlands on a well-drained lava plateau, but paradoxically, it restricts the connection with ground water, increasing the instability of the water balance and making it precipitation-dependent structure. In addition, construction of roads/drainways has also caused drying of wetlands by blocking or rapidly spilling surface water/sheet flow. Therefore, to keep the wetlands sustainable, it should increase the flow into the wetlands by removing the road/drainways and floodgates installed to reduce the outflow.