地球学报
地毬學報
지구학보
ACTA GEOSCIENTIA SINICA
2013年
2期
223-228
,共6页
屈泽伟%张翼龙%王贵玲*%余楚%何雨江
屈澤偉%張翼龍%王貴玲*%餘楚%何雨江
굴택위%장익룡%왕귀령*%여초%하우강
承压水%地下水监测网%Kriging插值模型%估计误差标准差
承壓水%地下水鑑測網%Kriging插值模型%估計誤差標準差
승압수%지하수감측망%Kriging삽치모형%고계오차표준차
confined water%groundwater monitoring network%Kriging interpolation model%standard deviation of estimation error
定量评价地下水监测网的合理性对于准确、经济地获取高质量的监测数据尤为重要.本文针对呼和浩特市平原区现行承压水监测网,以估计误差标准差作为衡量监测网合理与否的特征参数,借助 ArcGIS 地学统计模块,利用普通Kriging插值模型,对待测点进行插值,获取估计误差标准差等值线图.结果表明:监测水位估计误差标准差范围由优化前的0.47~4.44变为优化后的0.5~0.8(除研究区西南边界附近外),研究区整体估计误差标准差显著减小,且全区范围内变幅较小.优化后的监测网在满足监测精度需要的同时,能够较大程度节省监测网的运行费用.研究成果为呼和浩特市平原区承压水水位监测提供一个较优化的监测网布设方案,进而为研究区承压地下水的合理开发利用以及相关环境地质问题提供真实可靠的数据支撑,具有重要的应用价值.
定量評價地下水鑑測網的閤理性對于準確、經濟地穫取高質量的鑑測數據尤為重要.本文針對呼和浩特市平原區現行承壓水鑑測網,以估計誤差標準差作為衡量鑑測網閤理與否的特徵參數,藉助 ArcGIS 地學統計模塊,利用普通Kriging插值模型,對待測點進行插值,穫取估計誤差標準差等值線圖.結果錶明:鑑測水位估計誤差標準差範圍由優化前的0.47~4.44變為優化後的0.5~0.8(除研究區西南邊界附近外),研究區整體估計誤差標準差顯著減小,且全區範圍內變幅較小.優化後的鑑測網在滿足鑑測精度需要的同時,能夠較大程度節省鑑測網的運行費用.研究成果為呼和浩特市平原區承壓水水位鑑測提供一箇較優化的鑑測網佈設方案,進而為研究區承壓地下水的閤理開髮利用以及相關環境地質問題提供真實可靠的數據支撐,具有重要的應用價值.
정량평개지하수감측망적합이성대우준학、경제지획취고질량적감측수거우위중요.본문침대호화호특시평원구현행승압수감측망,이고계오차표준차작위형량감측망합리여부적특정삼수,차조 ArcGIS 지학통계모괴,이용보통Kriging삽치모형,대대측점진행삽치,획취고계오차표준차등치선도.결과표명:감측수위고계오차표준차범위유우화전적0.47~4.44변위우화후적0.5~0.8(제연구구서남변계부근외),연구구정체고계오차표준차현저감소,차전구범위내변폭교소.우화후적감측망재만족감측정도수요적동시,능구교대정도절성감측망적운행비용.연구성과위호화호특시평원구승압수수위감측제공일개교우화적감측망포설방안,진이위연구구승압지하수적합리개발이용이급상관배경지질문제제공진실가고적수거지탱,구유중요적응용개치.
@@@@The quantitative evaluation of the rationality of the groundwater monitoring network is particularly important for the precise acquisition of high quality monitoring data. In this paper, the existing monitoring networks for confined water in Hohhot plain area was chosen as the research target and the standard deviation of estimation error was adopted as the parameter for evaluating the rationality of the monitoring networks. With the aid of ArcGIS geological statistical module, the interpolation was performed on the study points by dint of Kriging interpolation model to acquire the contour line of the standard deviation of the estimation error. The results show that the standard deviation of the estimation error of the monitoring water level changed from 0.47~4.44 (before optimization) to 0.5~0.8 (after optimization, except for the area near the southwest boundary of the study area). The overall standard deviation of the estimation error significantly decreased. The optimized monitoring network can satisfy the monitoring accuracy and, at the same time, the operation cost of the monitoring network can be reduced to a large extent. The research results can preliminarily provide a better optimizing monitoring well layout scheme for the confined water-level monitoring of the Hohhot plain, and can provide reliable scientific data for future research on the rational development and utilization of confined water and the related environmental-geological problems, which will be of high practical importance.