首页> 外文会议>EMEM 2010;International conference of environment materials and environment management >Application of Visual MODFLOW to the dynamic change and simulation of deep groundwater in Dezhou City,China
【24h】

Application of Visual MODFLOW to the dynamic change and simulation of deep groundwater in Dezhou City,China

机译:Visual MODFLOW在德州市深层地下水动态变化模拟中的应用。

获取原文

摘要

In view of this major environmental geology problem in Dezhou City that continuous overexploiting of deep groundwater has caused he rapidly-expansion of groundwater drop funnel in recent years,the dynamic change of deep groundwater in Dezhou City was systematically analyzed as well as the evolution and development of hydrodynamic field and deep drawdown cone in temporal and spatial variation was simulated by the application of the numerical Model.On the basis of hydrogeological conditions generalized in this region,Visual MODFLOW software was applied to build mathematical model of groundwater and stimulate the seepage field of groundwater.It predicted the expansion of groundwater drop funnel and the change of underground water level under the conditions of exploitation situation and different designed exploiting volume by the model built.The depth reduction and variation of groundwater under different design schemes for pumping rate were argued by contrast analysis of the calculated results.The forecasting result under the current situation of groundwater exploitation indicates that the drawdown of water level would increase more with the continuous exploitation when the exploiting volume of current situation is 2047×l04m3/a.When t (time) is equal to 5a (2013),s (the decline depth of groundwater) is at 4.81 ~22.65m and the annual deceleration is at 0.96~4.53m/a.When t is equal to 10a(2018),s is at 14.32~32.87m as well as the annual deceleration is at 1.43~3.29m/a,and then the average elevation of central water level of funnel is -118.06m.The forecasting results under different design schemes for exploiting volume showed that the groundwater level would continuously decrease if the present exploiting quantity is still kept at 2047×104m3/a,which the depth of central groundwater level of funnel is 144.95m in 2012.While exploiting quantity cuts down to 1950×104m3/a,the groundwater level still constantly decreases,which the depth of central groundwater level of funnel is 133.90m in 2012.Only when exploiting quantity further cut down to 1750×104m3/a,the groundwater level would never descend after 2011,and then it would begin ascending,which the depth of central groundwater level of funnel would be 120.25m in 2012.According to the model stimulation of groundwater flow and the results of water balance analysis,the exploitation project was proposed that the drawdown cone would not further expand.The key measure to protect deep groundwater resources in this region is scientific planning of underground water,and ensuring that The allowable exploiting volume in this region should be kept at 1750×l04m3/a in order that it can reach a benign circle with the balance of exploitation and supplementation.
机译:针对德州市这一重大的环境地质问题,近年来深层地下水的持续超采使他的地下水漏斗迅速膨胀,对德州市深层地下水的动态变化进行了系统分析和演化发展。应用数值模型模拟了水力场和深层锥孔在时空上的变化。在该地区普遍的水文地质条件的基础上,运用Visual MODFLOW软件建立了地下水的数学模型,激发了地下水渗流场。通过建立模型预测了在开采情况和设计开采量不同的条件下地下水漏斗的膨胀和地下水位的变化。对比分析结果表明,当前开采量为2047×104m3 / a时,随着开采量的增加,水位的下降量将随着连续开采的增加而增加.t(时间)等于5a( 2013年),s(地下水的下降深度)在4.81〜22.65m,年减速度在0.96〜4.53m / a。当t等于10a(2018)时,s在14.32〜32.87m以及年减速度为1.43〜3.29m / a,则漏斗中心水位平均高程为-118.06m。不同开采量设计方案的预测结果表明,如果目前开采量下降,地下水位将持续下降。开采量仍保持在2047×104m3 / a,2012年漏斗中心地下水位深度为144.95m。开采量减少至1950×104m3 / a时,地下水位仍在不断降低,中心漏斗深度漏斗的地下水位为2012年为133.90m。仅当开采量进一步减少至1750×104m3 / a时,地下水位将在2011年以后再也不会下降,然后才开始上升,漏斗中央地下水位的深度在2012年将为120.25m。根据地下水流动的模型刺激和水平衡分析的结果,提出了开发项目,要求缩水锥不会进一步扩大。保护该地区深层地下水资源的关键措施是科学规划地下水,以及确保该区域的允许开采量保持在1750×104m3 / a,以便在开采和补充之间达到良性循环。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号