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Assessment of Granular Soil Failure at the Water Borehole Depth in South Eastern Nigeria by Discrete and Finite Element Methods

机译:离散和有限元方法评估尼日利亚东南部水钻孔深度的粒状土壤衰竭

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Failures of water boreholes that have impeded the performance and operation of boreholes have been recorded in recent times across the world and mostly in developing countries and within the south eastern Nigeria. To help solve some of the problems, the role of contact and seepage forces on the failure of water boreholes was explored. This study is important as the scouring of the particles collected at the wall of the transport pipe could damage pumps and result in huge financial loss to owners of boreholes. The combined finite-discrete element method was used to generate model expression from contact and seepage forces considered to be the major forces contributing to the flow of fluid through soil mass and boiling or quick sand effect. Mathematical model was developed for calculating the critical hydraulic head causing critical seepage given as h_((x)) = 0.000524r~2[X_5(5 - (2*SF_(x2)))] while an expression for the safe hydraulic head during well pumping was developed and given as H_((x)) = 0.0065814.r~4X_5N_(x2). The ability of the model to predict results was verified using the results of the test conducted in the laboratory. Correlation coefficient result has shown that there is strong agreement between model result and the laboratory result which has shown a perfect correlation of 1.00 and 0.99 for the critical state condition and equilibrium state condition respectively. For safe pumping and corresponding yield in the borehole system, inter-granular force between granular particles should equal the seepage force and this is achieved by ensuring that the deduced model expression is used to determine the safe hydraulic head. Finally, irrespective of the fact that an increase in hydraulic head increases discharge, the system should be operated at a head safe for the performance of the well and as long as the model hydraulic head expression deduced is used under the above conditions, safe pumping can be achieved.
机译:在近期世界各地的水洞性能和操作的水钻孔的失败已经在世界各地的历史上记录,主要是在发展中国家和尼日利亚东南部。为了帮助解决一些问题,探讨了接触和渗流力对水钻孔失败的作用。这项研究很重要,因为在运输管道壁上收集的颗粒的冲洗可能会损坏泵并导致钻孔所有者的巨大财务损失。组合的有限离散元件方法用于从接触和渗流力产生模型表达,被认为是通过土壤质量和沸腾或快速砂效应产生流体流动的主要力量。开发了数学模型,用于计算临界液压头,导致作为H _(x))= 0.000524R〜2 [X_5(5 - (2 * SF_(X2))]的临界渗漏,而安全液压头的表达式开发良好的泵送,并给出H _(x))= 0.0065814.r〜4x_5n_(x2)。使用实验室中进行的测试结果验证了模型预测结果的能力。相关系数结果表明,模型结果与实验室结果之间存在强烈一致性,该实验室结果分别示出了临界状态条件和均衡状态条件的完美相关性和0.99。为了安全泵送和钻孔系统中的相应产率,粒状颗粒之间的颗粒力应等于渗漏力,并且通过确保推导的模型表达用于确定安全液压头来实现这一点。最后,无论液压头的增加都会增加放电,该系统应在井的头部安全运行,只要推导的模型液压头表达在上述条件下使用,安全泵送即可取得成就。

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