• Title/Summary/Keyword: physically-based hydrological model

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THE PHYSICALLY-BASED SOIL MOISTURE BALANCE MODEL DEVELOPMENT AND APPLICATIONS ON PADDY FIELDS

  • Park, Jae-Young;Lee, Jae-Hyoung
    • Water Engineering Research
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    • v.1 no.3
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    • pp.243-256
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    • 2000
  • This physically-based hydrologic model is developed to calculate the soil-moisture balance on paddy fields. This model consists of three modules; the first is the unsaturated module, the second is the rice evapotranspiration module with SPAC(soil-plant-atmospheric-continuum), and the third is the groundwater and open channel flows based upon the interrehtionship module. The model simulates the hydrlogical processes of infiltration, soil water storage, deep perocolation or echarge to the shallow water table, transpiration and evaporation from the soil surface and also the interrelationship of the groundwater and river flow exchange. To verify the applicability of the developed model, it was applied to the Kimjae Plains, located in the center of the Dongjin river basin in Korea, during the most serious drought season of 1994. The result shows that the estimated water net requirement was 757mm and the water deficit was about 5.9% in this area in 1994. This model can easily evaluate the irrigated water quantity and visualize the common crop demands and soil moisture conditions.

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Advanced Uses of Weather radar into Analysis and Prediction of Rainfall for Hydrological Applications

  • Eiichi Nakakita;Yoshiharu Suzuki;Shuichi Ikebuchi
    • Proceedings of the Korea Water Resources Association Conference
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    • 2001.05a
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    • pp.35-44
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    • 2001
  • As one of advanced uses of radar, a physically based rainfall prediction method which uses a conceptual rainfall model assimilated by information from volume scanning radar is shown. As another example of advanced utilization of weather radar, results from analyzing a hierarchical time-scale structure in dependency of rainfall distribution en topography are shown.

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HSPF Modeling for Identifying Runoff Reduction Effect of Nonpoint Source Pollution by Rice Straw Mulching on Upland Crops (볏짚 피복에 의한 밭 비점원오염 저감효과 분석을 위한 HSPF 모델링)

  • Jung, Chung-Gil;Park, Jong-Yoon;Lee, Hyung-Jin;Choi, Joong-Dae;Kim, Seong-Joon
    • Journal of The Korean Society of Agricultural Engineers
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    • v.54 no.4
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    • pp.1-8
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    • 2012
  • This study is to assess the reduction of non-point source pollution loads for rice straw surface covering of upland crop cultivation at a watershed scale. For Byulmi-cheon watershed ($1.21km^2$) located in the upstream of Gyeongancheon, the HSPF (Hydrological Simulation Program-Fortran), a physically based distributed hydrological model was applied. Before evaluation, the model was calibrated and validated using 9 rainfall events. The Nash-Sutcliffe model efficiency (NSE) for streamflow was 0.62~0.78 and the NSE for water quality (Sediment, T-N, and T-P) were 0.68, 0.60, and 0.58 respectively. From the field experiment of 16 rainfall events, the rice straw covering reduced surface runoff average 10 % compared to normal surface condition. By handling infiltration parameter (INFILT) in the model, the value of 16.0 mm/hr was found to reduce about 10 % reduction of surface runoff. For this condition, the reduction effect of Sediment, T-N, and T-P loads were 87.2, 28.5, and 85.1 % respectively. The rice straw surface covering was effective for removing surface runoff dependent loads such as Sediment and T-P.

Prediction of Potential Landslide Sites Using Determinitstic Model (결정론적 기법을 이용한 산사태 위험지 예측)

  • Cha, Kyung-Seob;Chang, Pyoung-Wuck;Woo, Chull-Woong;Kim, Seong-Pil
    • Journal of The Korean Society of Agricultural Engineers
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    • v.47 no.6
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    • pp.37-45
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    • 2005
  • Almost every year, Korea has been suffered from serious damages of lives and properties, due to landslides that are triggered by heavy rains in monsoon season. In this paper, we systematized the physically based landslide prediction model which consisted of 3 parts, infinite slope stability analysis model, groundwater flow model and soil depth model. To evaluate its applicability to the prediction of landslides, the data of actual landslides were plotted on the predicted areas on the GIS map. The matching rate of this model to the actual data was $84.8\%$. And the relation between hydrological and land form factors and potential landslide were analyzed.

Development and Evaluation of a Real Time Runoff Modelling System using Weather Radar and Distributed Model (기상레이더와 분포형 모형을 이용한 실시간 유출해석 시스템 개발 및 평가)

  • Choi, Yun Seok;Kim, Kyung Tak;Kim, Joo Hun
    • Journal of Wetlands Research
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    • v.14 no.3
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    • pp.385-397
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    • 2012
  • A grid based physically distributed model analyzes rainfall-runoff using physical parameters and grid-typed spatial and hydrological data. This study have developed a real time runoff modelling system using GRM RT(Grid based Rainfall-runoff Model Real Time) which is a real time flow analysis module in GRM, a grid based physically distributed rainfall-runoff model. Weather radar data received in real time are calibrated by using real time AWS from Korea Meteorological Administration(KMA), and they are applied to real time runoff modeling. And the runoff model is calibrated by using observed discharges from a water level gauge in real time. This study have designed and implemented the databases necessary to construct the real time runoff modelling system, and established the process of a real time runoff modelling. And the performances of the developed system have been evaluated. The system have been applied to Nerinheon watershed located in the upstream of Soyanggang Dam and the application results are evaluated.

A hybrid hydrological modeling framework combining physically-based and deep-learning-based hydrologic models: an approach considering dam operation (물리 기반 수문모형과 딥러닝 기반 모형을 결합한 하이브리드 수문 모델링 프레임워크: 댐 운영을 고려한 접근)

  • Yongchan Kim;Dongkyun Kim
    • Proceedings of the Korea Water Resources Association Conference
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    • 2023.05a
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    • pp.66-66
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    • 2023
  • 대규모 댐의 운영으로 인한 인위적인 유량 교란은 물리 기반 수문모형의 정확한 하천유량 모의를 어렵게 만든다. 이러한 한계를 극복하기 위해, 상류의 자연형 유역 모의를 위한 물리 기반 수문모형 Variable Infiltration Capacity model과 댐 운영 모의를 위한 딥러닝 기반 모델을 결합한 하이브리드 모델링 프레임워크를 개발하였다. 본 연구는 수도권의 주요 상수원이자 대규모 댐들이 존재하는 팔당댐 유역을 대상으로, 물리 기반 수문모형만을 기반으로 구축한 단일 및 계단식 구조의 모델과 하이브리드 모델의 예측 성능을 비교하였다. 2015년부터 2019년까지의 검증 기간 동안, 하이브리드 모델, 단일 및 계단식 구조 모델의 Nash-Sutcliffe Efficiency는 각각 0.6410, -0.1054 그리고 0.2564로 하이브리드 모델의 성능이 가장 높은 것으로 나타났다. 이는 머신러닝 알고리즘을 이용한 댐 운영 고려가 정확한 하천유량 평가를 위해서 필수적임을 시사한다. 이러한 결과는 수자원 관리, 홍수 예측 등 다양한 분야에서 활용될 수 있으며, 특히 미래의 지속 가능한 물 관리를 위해 실무자에게 정확한 자료를 제공하는 데 기여할 수 있다.

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Evaluation of the Uncertainties in Rainfall-Runoff Model Using Meta-Gaussian Approach (Meta-Gaussian 방법을 이용한 강우-유출 모형에서의 불확실성 산정)

  • Kim, Byung-Sik;Kim, Bo-Kyung;Kwon, Hyun-Han
    • Journal of Wetlands Research
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    • v.11 no.1
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    • pp.49-64
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    • 2009
  • Rainfall-runoff models are used for efficient management, distribution, planning, and design of water resources in accordance with the process of hydrologic cycle. The models simplify the transition of rainfall to runoff as rainfall through different processes including evaporation, transpiration, interception, and infiltration. As the models simplify complex physical processes, gaps between the models and actual rainfall events exist. For more accurate simulation, appropriate models that suit analysis goals are selected and reliable long-term hydrological data are collected. However, uncertainty is inherent in models. It is therefore necessary to evaluate reliability of simulation results from models. A number of studies have evaluated uncertainty ingrained in rainfall-runoff models. In this paper, Meta-Gaussian method proposed by Montanari and Brath(2004) was used to assess uncertainty of simulation outputs from rainfall-runoff models. The model, which estimates upper and lower bounds of the confidence interval from probabilistic distribution of a model's error, can quantify global uncertainty of hydrological models. In this paper, Meta-Gaussian method was applied to analyze uncertainty of simulated runoff outputs from $Vflo^{TM}$, a physically-based distribution model and HEC-HMS model, a conceptual lumped model.

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HSPF and SWAT Modelling for Identifying Runoff Reduction Effect of Nonpoint Source Pollution by Rice Straw Mulching on Upland Crops (볏짚 피복에 의한 밭 비점오염원 유출저감효과 분석을 위한 HSPF와 SWAT 모델링)

  • Jung, Chung Gil;Ahn, So Ra;Kim, Seong Joon;Yang, Hee Jeong;Lee, Hyung Jin;Park, Geun Ae
    • Journal of The Korean Society of Agricultural Engineers
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    • v.55 no.2
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    • pp.47-57
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    • 2013
  • This study is to assess the reduction of non-point source pollution loads for rice straw mulching of upland crop cultivation at a watershed scale. For Byulmi-cheon watershed (1.21 $km^2$) located in the upstream of Gyeongan-cheon, the HSPF (Hydrological Simulation Program-Fortran) and SWAT (Soil and Water Assesment Tool), physically based distributed hydrological models were applied. Before evaluation, the model was calibrated and validated using 9 rainfall events. The Nash-Sutcliffe model efficiency (NSE) for streamflow using the HSPF was 0.62~0.76 and the determination coefficient ($R^2$) for water quality (sediment, total nitrogen T-N, and total phosphorus T-P) were 0.72, 0.62, and 0.63 respectively. The NSE for streamflow using the SWAT were 0.43~0.81 and the $R^2$ for water quality (sediment, T-N, and T-P) were 0.54, 0.87, and 0.64 respectively. From the field experiment of 16 rainfall events, the rice straw cover condition reduced surface runoff average 10.0 % compared to normal surface condition. By handling infiltration capacity (INFILT) in HSPF model, the value of 16.0 mm/hr was found to reduce about 10.0 % reduction of surface runoff. For this condition, the reduction effect of sediment, T-N, and T-P loads were 87.2, 28.5, and 85.1 % respectively. By handling soil hydraulic conductivity (SOL_K) in SWAT model, the value of 111.2 mm/hr was found to reduce about 10.0 point reduction of surface runoff. For this condition, the reduction effect of sediment, T-N, and T-P loads were 80.0, 83.2, and 78.7 % respectively. The rice straw surface covering was effective for removing surface runoff dependent loads such as sediment and T-P.

Assessment of Forest Vegetation Effect on Water Balance in a Watershed (산림식생에 따른 유역 물수지 영향 평가)

  • Kim, Chu- Gyum;Kim, Nam-Won
    • Journal of Korea Water Resources Association
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    • v.37 no.9
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    • pp.737-744
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    • 2004
  • In this study, to evaluate the effect of forest vegetation on the long-term water balance in a watershed, semi-distributed and physically based parameter model, SWAT was applied to the Bocheong watershed, and the variation of hydrological components such as evapotranspiration, surface flow, lateral flow, base flow, and total runoff was investigated with coniferous and deciduous forests, respectively. First, SWAT model was modified to simulate the actual plant growth pattern of coniferous trees which have the uniform value of leaf area index all the seasons of the year. The modified model was applied to the watershed that is assumed to have only one land cover in the whole watershed, and the variation of the water balance components was investigated for each land cover. It was found that coniferous forest affected the increase in evapotranspiration and decrease in runoff more than deciduous forest. However, the age and the density of stand, the location, and soil characteristics and meteorological conditions including the tree species should be also considered to examine the effect more quantitatively and to reduce the uncertainties in simulated output from the hydrological model.

Application of MIKE SHE Modeling System to the Gyeongancheon Watershed (경안천 유역에 대한 MIKE SHE모형의 적용)

  • Im, Sang-Jun;Kim, Hyeon-Jun;Jang, Cheol-Hee
    • Proceedings of the Korean Society of Agricultural Engineers Conference
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    • 2003.10a
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    • pp.463-466
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    • 2003
  • The physically based distributed modelling system, MIKE SHE, has been applied to the upper sub-watershed of the Gyeongancheon watershed. A horizontal grid square was constructed to represent the spatial variations in watershed characteristics, landuse, soil, and rainfall distributions. The hydraulic model MIKE 11 was also coupled with the MIKE SHE to simulate river flow in the main and tributaries of Gyeongancheon. The simulated daily stream flow at the outlet of the watershed was compared to the observed data for the period of 1988 to 1991. The results demonstrated the applicability of a comprehensive hydrological modelling system as management tool for watershed and floodplain.

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