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首页> 外文期刊>Journal of Geographic Information System >Mapping of the Water Table Levels of Unconfined Aquifers Using Two Interpolation Methods
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Mapping of the Water Table Levels of Unconfined Aquifers Using Two Interpolation Methods

机译:使用两种插值方法绘制无限制含水层的地下水位图

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The spatial prediction of the water table can be used for many applications related to civil works (foundations, excavations) and other urban and environmental management activities. Deterministic and geostatistical interpolation methods were used to predict the spatial distribution of water table levels (unconfined aquifers) of important geological formations of the Joao Pessoa City (capital of Paraiba State, Brazil) with dense urban occupation and high demand for new civil works. The deterministic (topo to raster) and geostatistical (ordinary kriging) interpolation methods were evaluated using a Geographic Information System (GIS)-based investigation. The water table levels were obtained from 276 boring logs of Standard Penetration Test (SPT) in situ investigation distributed over the geological formations studied (an area of 59.8 km2, covering 40 districts of the Joao Pessoa City). The Nspt values and textural characterization data are stored for levels of 1 m depth. Some boreholes located in the area investigated were not included in the interpolation processes in order to be compared with estimated values (validation of the results). Maps of the water table depths were also produced to further analyze the quality of the water table surfaces interpolated by both methods. The phreatic surface interpolations provided satisfactory results for both methods (RMSE = 1.8 m). The topo to raster method showed a slight general tendency to be less affected by local values in relation to the kriging method and also has the advantage of integrating the drainage flow system, which is a relevant aspect for spatial models of the water table levels of unconfined aquifers. The ordinary kriging (geostatistical method) provides a prediction surface and some measure of the certainty or accuracy of the predictions.
机译:地下水位的空间预测可用于与土木工程(基础,挖掘)以及其他城市和环境管理活动有关的许多应用。使用确定性和地统计插值方法来预测Joao Pessoa市(巴西帕拉伊巴州的首都)的重要地质构造的地下水位(无侧承压含水层)的水位空间分布,该地区的城市居民密集且对新土建工程的需求很高。使用基于地理信息系统(GIS)的调查评估了确定性(地形到栅格)和地统计(常规克里格)插值方法。地下水位是从分布在所研究地质构造(面积59.8平方公里,覆盖Joao Pessoa市40个地区)的276个标准渗透测试(SPT)钻孔原木中获得的。 Nspt值和纹理特征数据的存储深度为1 m。为了与估计值(结果验证)进行比较,插值过程中未包括位于调查区域内的一些钻孔。还绘制了地下水位深度图,以进一步分析通过两种方法内插的地下水位表面的质量。潜水表面插值为这两种方法提供了令人满意的结果(RMSE = 1.8 m)。地形到栅格法显示出略微的总体趋势,与克里金法相比,受到局部值的影响较小,并且还具有集成排水流系统的优势,这是无限制地下水位空间模型的一个相关方面含水层。普通克里金法(地统计方法)提供了预测面和预测的确定性或准确性的某种度量。

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