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Separation of salt and sweet waters in an area of former mines

机译:在前矿山的一个地区分离盐和甜水

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In old deep abandoned mines, the problem of separation of the layers of a different nature needs to be solved. The problem discussed in this paper relates to mines situated near Prague, capital of the Czech Republic and is concerned with a separation of two kinds of underground water, one being salt (saline) and the other sweet (fresh) water. The layer of the sweet water is positioned at approximately 200 m below the surface, then there was originally a layer of watertight clay (hydrogeological insulator) and from some 300 m downwards, salt water occurs. A problem arose when the shafts, at a depth of 1000 m, have been abandoned due to canceling the mine workings. During mining, pumps were used and no permeability was enabled. Since the mining has stopped, there is no reason to continue pumping and the danger of mixing both kinds of water has occurred. It was decided, in order not to damage the sweet water which is also used for wells and subsoil irrigation, that a stopper should be added into the clay layers to suppress any possibility of mixing both kinds of water. The problem then was oriented to answer several questions. One of the most important that was put forward was on the relationship between permeability coefficients and the thickness of the stopper. Another one was concerned with the optimization of expenses involving the required permeability, expressed in terms of economic indicators, the thickness depending on expenses, etc. As a numerical model has been prepared and it was necessary to feed it by reasonable input data, a scale model from physically equivalent materials was created and tested. The mutual influence of both models, mathematical and experimental, offered a very powerful tool for well-prepared reports on how the stopper should be constructed.
机译:在旧的深深废弃的地雷中,需要解决不同性质层的分离问题。本文讨论的问题涉及位于捷克共和国首都布拉格附近的矿山,并关注两种地下水的分离,一种是盐(盐水)和其他甜(新鲜)水。甜水层定位在表面下方约200米,然后最初存在一层水密粘土(水文地质绝缘体),从约300米向下,发生盐水。由于取消矿井工作,轴的轴处于1000米的深度时出现了问题。在采矿过程中,使用泵,没有使能渗透率。由于采矿已经停止,没有理由继续抽水,并且发生混合两种水的危险。据确定,为了不损害也用于孔和底土灌溉的甜水,止动器应加入粘土层中以抑制混合两种水的任何可能性。然后是问题,以回答几个问题。提出的最重要之一是渗透系数与止动件厚度之间的关系。另一个人涉及优化涉及所需渗透性的费用,以经济指标表达,根据费用等厚度等,作为一项数值模型,有必要通过合理的输入数据来喂养它创建和测试了物理上等效材料的模型。两种模型,数学和实验的相互影响,为如何建造塞子的备用报告提供了一个非常强大的工具。

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