| 微山湖二线船闸基坑涌水量计算 |
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| 引用本文： | 胡红文,胡玉禄,韩金芳.微山湖二线船闸基坑涌水量计算[J].山东国土资源,2005,21(9):58-60,64. |
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| 作者姓名： | 胡红文 胡玉禄 韩金芳 |
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| 作者单位： | 山东省地质环境监测总站,山东,济南,250014;山东省第一地质矿产勘查院,山东,济南,250014 |
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| 摘 要： | 以微山湖二线船闸基坑降水计算为例，把地表水发育地区、含水层和隔水层互层交错的水文地质条件，近似为无限均质含水层。基坑降水时基坑降水与均质含水层、设定降深、长期稳定开采时地下水资源计算雷同，理想大井法适用于基坑涌水量估算。
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| 关 键 词： | 基坑降水 理想大井 涌水量 微山湖 |
| 收稿时间： | 2004-04-05 |
| 修稿时间： | 2004-04-052005-08-09 |
Discharge Rate Calculation of Foundation Pit in Second Line Lock Gate in Weishanhu Lake |
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| HU Hongwen,HU Yulu and HAN Jinfang.Discharge Rate Calculation of Foundation Pit in Second Line Lock Gate in Weishanhu Lake[J].Land and Resources in SHANDONG Province,2005,21(9):58-60,64. |
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| Authors: | HU Hongwen HU Yulu and HAN Jinfang |
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| Abstract: | Set foundation pit precipitation in second line lock gate in Weishanhu lake as an example,surface water developing area,hydrogeological condition of water-bearing and water-resisting layer interbedded are approximated to boundless homogeneous water-bearing layer.Calculation of foundation pit precipitation is approximate with homogeneous water-bearing layer,designed precipitation depth,and underground water amount under long-time stable mining.Ideal large-well mehtod is suitable for calculationg discharge rate of foundation pit. |
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| Keywords: | Foundation pit precipitation ideal large well discharge rate Weishanhu lake |
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