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MODFLOW-CFP软件在岩溶水系统数值模拟应用中的若干关键问题

谭家华

谭家华. MODFLOW-CFP软件在岩溶水系统数值模拟应用中的若干关键问题[J]. 中国岩溶,2023,42(4):636-647 doi: 10.11932/karst20230402
引用本文: 谭家华. MODFLOW-CFP软件在岩溶水系统数值模拟应用中的若干关键问题[J]. 中国岩溶,2023,42(4):636-647 doi: 10.11932/karst20230402
TAN Jiahua. Several key issues in the application of MODFLOW-CFP software to the numerical simulation of karst water systems[J]. CARSOLOGICA SINICA, 2023, 42(4): 636-647. doi: 10.11932/karst20230402
Citation: TAN Jiahua. Several key issues in the application of MODFLOW-CFP software to the numerical simulation of karst water systems[J]. CARSOLOGICA SINICA, 2023, 42(4): 636-647. doi: 10.11932/karst20230402

MODFLOW-CFP软件在岩溶水系统数值模拟应用中的若干关键问题

doi: 10.11932/karst20230402
基金项目: 铁四院科研资助项目(2017K021)
详细信息
    作者简介:

    谭家华(1985-),男,高级工程师,硕士,主要从事水文地质工程地质工作。E-mail:350056332@qq.com

  • 中图分类号: P641.134

Several key issues in the application of MODFLOW-CFP software to the numerical simulation of karst water systems

  • 摘要: MODFLOW-CFP软件很好地解决了管道流与含水层连续介质地下水渗流的耦合问题以及管道中水流运动的层流−紊流转换问题,为岩溶管道型地下水系统的定量研究提供了一个适用的数值模拟平台,近年来也在工程实际中得到了较多的应用。为了更好地利用和推广该软件在岩溶地下水系统定量平价和研究中的应用,避免新方法在实际应用中的盲目性,文章结合MODFLOW-CFP软件自身的特点、岩溶水系统常见的水循环特征及其在实际应用中存在的一些关键问题,从地下水数值模拟的基本要求出发,探讨如何通过一些有针对性且相对比较容易开展的野外岩溶水文地质调查、降雨−流量(水位)高分辨率监测、地下水示踪试验和综合分析研究等工作,提取MODFLOW-CFP模型所需的关键结构要素、水文地质参数以及模型识别的目标函数,进而提高复杂岩溶水系统地下水数值模型的仿真度和预测精度,推动岩溶地下水定量研究的发展。

     

  • 图  1  MODFLOW-CFP软件原理示意图

    Figure  1.  Schematic diagram of MODFLOW-CFP software

    图  2  呆业洞系统水文地质和网格剖分图

    Figure  2.  Hydrogeology and mesh generation of the Daiye cave system

    图  3  呆业洞暗河示踪试验浓度穿透曲线(荧光素钠)

    Figure  3.  Concentration breakthrough curve of the tracer test in Daiye cave underground rivers (fluorescein sodium)

    图  4  水箱模型结构示意图

    Figure  4.  Structural diagram of water tank model

    图  5  水箱模型模拟流量与实测流量

    Figure  5.  Simulated and observed flux of water tank model

    图  6  呆业洞暗河出口流量拟合结果

    Figure  6.  Fitting result of outlet discharge in the Daiye cave underground rivers

    表  1  水箱模型参数

    Table  1.   Water tank model parameters

    参数壤中流水箱
    出口高度
    h1/mm
    地面径流水箱
    出口高度
    h2/mm
    壤中流
    出流系数
    a1
    地面径流
    出流系数
    a2
    地下水面状
    入渗系数
    b
    拟合精度
    R2
    取值13.1522.790.1320.6340.1000.79
    下载: 导出CSV
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  • 收稿日期:  2023-03-09
  • 录用日期:  2023-08-03
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  • 网络出版日期:  2023-11-23
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