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A Simple Hydrologic Model for Water Resources Simulation on Rio Grande Basin, Minas Gerais State, Brazil

机译:拉西纳山脉米纳斯·格雷萨州的水资源仿真简单水文模型

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Physically based hydrologic models for watershed are important tools to support water resources management and predict hydrologic impacts produced by land-use change. Rio Grande Basin is located in south of Minas Gerais State, and the Rio Grande is the main tributary of basin which has 2080 km~2 draining into the Camargos Hydropower Plant Reservoir (CEMIG). The objectives of this work were: 1) to create a semi-physically based hydrologic model, in lumped andsemi-distributed to sub-basins approaches and based on GIS and Remote Sensing tools and, 2) to simulate the hydrologic responses of the Rio Grande basin, thus creating an important tool for management and planning of water resources for region. The hydrologic model is based on the SCS Curve Number (SCS-CN) as modified by Mishra et al. (2006) and MGB/IPH models, and structured into three hydrologic components: estimation of the flow components (quick runoff, hortonian and base flows), propagation into the respective soil reservoirs (surface, sub-surface and shallow saturated zone) and propagation into channels. Precipitation and discharge data sets were obtained from the Brazilian National Water Agency (ANA), summing, 10 pluviometric stations and 2 gauging stations in the basin. Reference evapotranspiration (ETo) data were obtained from the Brazilian National Meteorological Institute (IN MET) for just one location. In order to estimate actual evapotranspiration, crop coefficient, soil moisture and satellite image interpretation were applied. Long-term hydrologic series were structured for period between 1990 and 2003. Model calibration phase was carried out applying data set of 1990 - 2000, using the Nash-Sutcliffe Statistical Coefficient (C_(NS)) toevaluate the model performance. A validation period (split simple test) was carried out applying the calibrated model to the period of 2001 - 2003. In addition, some hydrologic variables were estimated by extracting from simulated hydrographs, which werecompared to observed values. The statistical precision showed that the model was able to simulate the hydrologic impacts produced by land-use change on Rio Grande Basin, with C_(NAS)H greater than 0.7 for both calibration and validation phases.
机译:基于物理的水文模型的流域是支持水资源管理的重要工具,并预测土地利用变化产生的影响水文。格兰德河流域位于米纳斯吉拉斯州的南部和格兰德河流域是具有2080公里〜2排入Camargos水电站水库(CEMIG)的主要支流。这项工作的目的是:1)创建一个半基于物理的水文模型,集总andsemi分发到子流域方法和基于GIS和遥感工具,2)模拟格兰德河的水文响应盆地,从而为管理的重要工具和区域水资源规划。水文模型是基于如由Mishra等人修改的SCS曲线数(SCS-CN)。 (2006)和MGB / IPH模型,并分为三个水文组件:流动分量的估计(快速径流,hortonian和碱流),传播到相应的土壤储存器(表面,分型面和浅饱和区)和传播进入通道。从巴西国家水局(ANA),得到沉淀和放电的数据集,求和,10个pluviometric站和在盆地2个测量站。参考蒸散量(ETO)数据是从巴西国家气象研究所(IN MET)只是一个位置获得。为了估计实际蒸散,作物系数,土壤湿度和卫星图像判读施加。长期水文系列被构造成用于1990年期间和2003年模型校准阶段进行施加的1990年数据集之间 - 2000,使用纳什萨克利夫统计系数(C_(NS))toev​​aluate模型的性能。一个验证期间(分裂简单的试验)中的溶液进行涂敷校准模型至2001期间 - 2003.此外,一些水文变量由来自模拟水位图,其werecompared到观测值提取估计。统计精度表明,该模型能够模拟通过土地利用变化对格兰德河流域,与C_(NAS)H大于0.7两种校准和验证阶段产生较大的影响水文。

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