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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:用离散和有限元方法评估尼日利亚东南部水深处的颗粒状土壤破坏

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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:近年来,在世界范围内,大部分在发展中国家和尼日利亚东南部,都记录了水井的故障,这些井眼阻碍了井眼的性能和运行。为了帮助解决一些问题,探讨了接触力和渗透力对水井眼破坏的作用。这项研究非常重要,因为冲刷在输送管壁上收集的颗粒可能会损坏泵,并给井主造成巨大的财务损失。组合的离散元方法被用来从接触力和渗流力产生模型表达式,而接触力和渗流力是通过土体和沸腾或快速砂土作用导致流体流动的主要力。建立了用于计算引起临界渗流的临界液压头的数学模型,给出为h _((x))= 0.000524r〜2 [X_5(5-(2 * SF_(x2)))],同时给出了安全液压头在运行过程中的表达式开发井抽水,并给出为H _((x))= 0.0065814.r〜4X_5N_(x2)。使用实验室中测试的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具有很强的一致性,对于临界状态条件和平衡状态条件,它们分别显示出1.00和0.99的完美相关性。为了在井眼系统中安全泵送并获得相应的产量,颗粒之间的颗粒间力应等于渗流力,这可以通过确保使用推导的模型表达式确定安全液压头来实现。最后,无论液压头的增加会增加流量,该系统都应在对井的性能安全的压头下运行,并且只要在上述条件下使用推定的模型压头表达式,就可以安全泵送取得成就。

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