用户名: 密码: 验证码:
考虑地下水入渗的一维水动力学模型研究
详细信息    查看全文 | 推荐本文 |
  • 英文篇名:Study on one-dimensional hydrodynamic model-building considering groundwater infiltration
  • 作者:刘可新 ; 梁犁丽 ; 李匡 ; 赵丽平
  • 英文作者:LIU Kexin;LIANG Lili;LI Kuang;ZHAO Liping;Beijing IWHR Technology Co.Ltd., China Institute of Water Resources and Hydropower Research;
  • 关键词:洪水演算 ; 圣维南方程组 ; 达西定律 ; 入渗
  • 英文关键词:flood routing;;Saint Venant equations;;Darcy's law;;infiltration
  • 中文刊名:SJWJ
  • 英文刊名:Water Resources and Hydropower Engineering
  • 机构:中国水利水电科学研究院北京中水科水电科技开发有限公司;
  • 出版日期:2019-02-20
  • 出版单位:水利水电技术
  • 年:2019
  • 期:v.50;No.544
  • 基金:中国水利水电科学研究院基本科研业务费专项项目(AU0145B202019);; 国家重点研发计划项目(2018YFC0406406,2018YFC 040640404)
  • 语种:中文;
  • 页:SJWJ201902015
  • 页数:5
  • CN:02
  • ISSN:11-1757/TV
  • 分类号:104-108
摘要
考虑地下水入渗的一维水动力学模型可从物理机制上综合模拟河道水流与地下水之间的互动关系,为地下水入渗过程活跃河段的水流模拟提供基础方法。引入达西定律,通过渗流方向假设及渗流路径长度假设,推导构建了地下水入渗项的数学表达式。分析表明,该项可合理反映河道水流与地下水间的补给与反补给关系;将其整合至圣维南方程组,并通过Preissmann四点线性隐式差分格式求解。从理论上讨论了该模型的适用条件。当地下水入渗没有严格符合假设条件时,可通过调整渗透系数及平均导渗率弥补。考虑地下水入渗的一维水动力学模型能够动态反映河道上各断面水流与地下水之间的交互关系,定量分析地下水入渗水量,有利于提高一维水流的模拟精度。
        The one-dimensional hydrodynamic model considering groundwater infiltration can simulate the interaction between river flow and groundwater in the aspect of physical mechanism, which provides a basic method of simulating the flow in the active reach of river during groundwater-infiltration. By introducing Darcy's law, the mathematical expression of groundwater infiltration is deduced and established through assuming both the percolation direction and the length of percolation path. Analysis shows that this item can reasonably reflect the relationship of charge and recharge between river flow and groundwater, which is integrated into Saint Venant equations and then is solved through the four point linear implicit difference scheme, while the applicable conditions of the model are theoretically discussed as well. When groundwater infiltration is not strictly consistent with the relevant assumed conditions, it can be made up by adjusting the permeability coefficient and the average infiltration rate. The one-dimensional hydrodynamic model considering groundwater infiltration can dynamically reflect the interaction between water flow and groundwater in all the sections of river channel and quantitatively analyze groundwater infiltration volume, thus it is favorable to enhance the accuracy of one-dimensional flow simulation concerned.
引文
[1] 黄国如, 胡和平, 尹大凯. 马斯京根—康吉洪水演算方法的稳定性分析[J]. 水科学进展, 2001, 12(2):206- 209.
    [2] 包为民, 周俊伟, 江鹏,等. 水位流速耦合演算模型研究[J]. 水科学进展, 2015, 26(6):795- 800.
    [3] 闫宝伟, 于雨, 郭生练,等. 离散广义Nash汇流模型及其在河道洪水演算中的应用[J]. 水利学报, 2017, 48(7):773- 778.
    [4] AUDUSSE E, BENKHALDOUN F, SAINTE-MARIE J, et al. Multilayer Saint-Venant Equations over movable beds[J]. Discrete and Continuous Dynamical Systems-Series B (DCDS-B), 2012, 15(4):917- 934.
    [5] 王船海, 向小华. 通用河网二维水流模拟模式研究[J]. 水科学进展, 2007, 18(4):516- 522.
    [6] 吴晓玲, 王船海, 向小华. 实时校正中的旁侧入流反演方法[J]. 水科学进展, 2009, 20(1):52- 57.
    [7] 包为民, 张小琴, 瞿思敏,等. 感潮河段双向波水位演算模型验证[J]. 水科学进展, 2009, 20(6):794- 799.
    [8] 王宗志, 程亮, 王银堂,等. 高强度人类活动作用下考虑河道下渗的河网洪水模拟[J]. 水利学报, 2015, 46(4):414- 424.
    [9] BLACKETT P M S, WILLIAMS F C. Modelling stream-aquifer seepage in an alluvial aquifer: an improved loosing-stream package for MODFLOW[J]. Journal of Hydrology, 2002, 264(1- 4):69- 86.
    [10] RODRIGUEZ L B, CELLO P A, VIONNET C A, et al. Fully conservative coupling of HEC-RAS with MODFLOW to simulate stream-aquifer interactions in a drainage basin[J]. Journal of Hydrology, 2008, 353(1- 2):129- 142.
    [11] 张彦增, 尹俊岭. 河北省中东部平原区河道渗漏损失率分析探讨[J]. 地下水, 2002, 24(1):10- 11.
    [12] 王春泽, 胡军波, 刘彦华,等. 时变参数法在洪水预报中应用[J]. 水文, 2010, 30(5):32- 37.
    [13] LITRICO X, FROMION V. Brief paper: Boundary control of linearized Saint-Venant equations oscillating modes[J]. Automatica, 2006, 42(6):967- 972.
    [14] 胡庆云, 王船海. 圣维南方程组4点线性隐格式的稳定性分析[J]. 河海大学学报(自然科学版), 2011, 39(4):397- 401.
    [15] 芮晓芳.水文学原理[M].北京:中国水利水电出版社, 2004.
    [16] 张洪江, 程云, 史玉虎,等. 长江三峡花岗岩坡面管流产流特性研究[J]. 水土保持学报, 2001, 15(1):5- 8.
    [17] CHILDS E C. Dynamics of fluids in porous media[J]. Engineering Geology, 2011, 7(2):174- 175.

© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号

地址:北京市海淀区学院路29号 邮编:100083

电话:办公室:(+86 10)66554848;文献借阅、咨询服务、科技查新:66554700