神府东胜煤田扰动地面水流水动力学特征
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国家自然科学基金“煤矿开发建设中人为侵蚀机理及新增水土流失预报模型:以神府东胜煤田为例”(40771127);黄土高原土壤侵蚀与旱地农业国家重点实验室自主研究课题(10502-Z3-5);西北农林科技大学优秀博士论文启动资金


Hydrodynamics of Water Flows from Disturbed Lands by Exploitation of Shenfu一Dongsheng Coalfield
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    摘要:

    神府东胜煤田开发建设过程中造成了大量的扰动地面,形成了新的人为水土流失。采用野外放水冲刷实验,对人为扰动地面水流的水动力学参数进行了系统研究。结果表明,流速与放水流量呈幂函数关系,在上、中、下3个断面上呈先增大后减小的变化规律;水流流态属于紊流,雷诺数与放水流量呈幂函数关系;弗劳德数值在0.59~0.88之间,Fr<1,水流属于缓流;阻力系数随坡度增加而增大;水流剪切力和水流功率分别与放水流量呈幂函数关系,并随坡度增加而增大。

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    The exploitation of the Shenfu-Dongsheng coalfield caused a large amount of disturbed lands,leading to anthropogenic soil and water loss.In this study,we investigated hydrodynamic features of the water flows through carrying out scouring experiments in the field.The results indicate that the relationship between the velocity of flow and the discharge could be well described by a power function.The flow velocities increased firstly from the upper section to the middle and then decreased from the middle section to the bottom section on the slope.The state of the flow was turbulent flow,suggested by a power function between the Reynolds number and the discharge.The values of the Froude number varied between 0.59~0.88,resulting in subcritical flows.The resistance coefficients increased with the slope gradients.The relationship between the flow shear stress and the discharge followed a power function,same as the relationship between the flow powers and discharges.They both changed great with the slope changing great.

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王贞,王文龙,罗婷,王浩,金剑.神府东胜煤田扰动地面水流水动力学特征[J].水土保持通报,2011,(2):42-45

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  • 收稿日期:2010-08-26
  • 最后修改日期:2010-10-09
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  • 在线发布日期: 2014-11-26
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