无限承压含水层中主孔涌水多孔观测定降深井流试验水文地质参数计算

肖明贵; 陈学军; 刘宝臣

无限承压含水层中主孔涌水多孔观测定降深井流试验水文地质参数计算

肖明贵^{1, 2,},
陈学军²,
刘宝臣²

1.
吉林大学朝阳校区建设工程学院, 吉林长春 130026
2.
桂林工学院土木工程系, 广西桂林 541004

详细信息

作者简介:
肖明贵(1964-), 男, 副教授, 主要从事水文地质与工程地质研究. E-mail: xiaao6666ming@yahoo.com.cn

中图分类号: P332
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出版历程
- 收稿日期: 2003-05-18
- 刊出日期: 2003-09-25

Hydrogeology Parameter Calculation in Water Gushing Test of Constant Drawdown Yield in Infinite Confined Aquifer Where Gushing in the Main Hole Is Observed from Several Other Holes

1.
Constructing Engineering College, Chaoyang Campus, Jilin University, Changchun 130026, China
2.
Department of Civil Engineering, Guilin Institute of Technology, Guilin 541004, China

摘要

摘要: 利用自溢井(孔) 做放水试验确定含水层水文地质参数, 是简便而经济的确定含水层水文地质参数的试验方法.涌水试验基本上属于定降深井流试验.在无限承压含水层中进行涌水试验, 使涌水孔(井) 降深s_w保持不变, 涌水量随时间的延续而减少, 除涌水孔(井) 本身以外, 含水层中任意点的水头H随时间的延续而降低.在单孔(井) 定降深井流试验利用涌水孔1/Q-lg t直线图解法计算水文地质参数的基础上, 建立一孔(主孔) 涌水多孔观测水位降低的直线图解法, 即s/Q-lg t直线图解法.
- 承压含水层 /
- 定降深井流 /
- 水文地质 /
- 参数计算
Abstract: The water gushing test in an artesian well, a simple and economical test method for confirmation of the hydrogeology parameter in the water containing layer, basically belongs to the test of constant drawdown yield. During the water gushing test in the infinite confined aquifer, the inrush of water and the random water head H in the confined aquifer decrease with the time, except the well itself, but the fall of well water s_w is kept unchangeable. The calculation of the hydrogeology parameter using the linear diagrammatized method l/Q-lg t in the constant drawdown yield test of single well, helps the authors to establish the linear diagrammatized method, s/Q-lg t method, in which one well is a main hole while the other wells can be used for watching the lowering of water.
- confined aquifer /
- constant drawdown yield /
- hydrogeology /
- parameter calculation

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图 1 珊瑚锡矿水文地质略图

D3g.桂林组灰岩; D2d.东岗岭组灰岩; D2y.郁江组灰岩; D1n.那高岭组页岩; D1l.莲花山组砂岩; γ₅³.花岗岩体; Ck88.涌水孔; 1.褶皱; 2.断层; 3.泉水; 4.地下水径流方向

Fig. 1. Hydrogeology sketch map of Shanhu Sn ore field

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图 2 94号孔第三降深段涌水量与时间关系

Fig. 2. Relation of gush water and time in the 3rd drawdown of hole 94

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图 3 主孔第三降深段时32, 61, 88号孔降深与时间关系

Fig. 3. Relations of gush water and time in the 3rd drawdown of holes 32, 61, 88

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图 4 94号主孔第三降深段时1/Q-lg t曲线

Fig. 4. Curves of 1/Q-lgt in the 3rd drawdown of hole 94

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图 5 主孔第三降深段32, 61, 88号观测孔s/Q-lgt曲线

Fig. 5. Curves of s/Q-lgt in the 3rd drawdown of holes 32, 61, 88

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表 1 94号主孔涌水多孔观测水文地质参数计算结果

Table 1. Results of hydrogeological parameters calculated in the hole 94 in multi-hole obserration

参考文献(5)

[1]	从沛桐, 陈志云. 非均质承压含水层井流计算[J]. 东北水利水电, 1996, 147: 35-37, 44. https://www.cnki.com.cn/Article/CJFDTOTAL-DBSL609.010.htm CONG P T, CHEN Z Y. Well flow calculations of heterogeneous confined aquifer[J]. Water Resources & Hydropower of Northeast China, 1996, 147: 35-37, 44. https://www.cnki.com.cn/Article/CJFDTOTAL-DBSL609.010.htm
[2]	王文科, 李俊亭, 伍素兰. 承压含水层中地下水向井非稳定流动的LT有限元分析法[J]. 西北地质科学, 1995, 16(2): 65-72. https://www.cnki.com.cn/Article/CJFDTOTAL-XBFK502.009.htm WANG W K, LI J T, WU S L. LT finite element analysis of unsteady well flow in confined aquifer[J]. Northwest Geoscience, 1995, 16(2): 65-72. https://www.cnki.com.cn/Article/CJFDTOTAL-XBFK502.009.htm
[3]	杨天行, 傅泽周, 刘金山, 等. 地下水流向井的非稳定运动的原理及计算方法[M]. 北京: 地质出版社, 1980. 231-233. YANG T X, FUZ Z, LIU J S, et al. Principle and calculation methods of unsteady well flow[M]. Beijing: Geological Publishing House, 1980. 231-233.
[4]	陈崇希. 地下水不稳定井流计算方法[M]. 北京: 地质出版社, 1983. 83-89, 132-137. CHEN C X. Calculation methods of groundwater unsteadily flowing to well[M]. Beijing: Geological Publishing House, 1983. 83-89, 132-137.
[5]	薛禹群. 地下水动力学原理[M]. 北京: 地质出版社, 1986.