最后指出了膏体充填料浆水力坡度计算的研究方向。
At last, the direction for research on hydraulic gradient calculation of paste backfill slurry is pointed out.
尤其是各浓度下，倾斜管道中的水力坡度研究几近空白。
Especially the study on the hydraulic gradient in the inclined pipes is nearly blank.
且对同一种核素而言，水力坡度越小时其变化对相对浓度的变化影响越大。
For the same nuclides, the change of hydraulic gradient has more influence on relative concentration when the hydraulic gradient is getting smaller.
在前人的研究基础上，推导出了向下倾斜管道沉降性浆体的水力坡度计算公式。
On the basis of forefathers' research, we derive and publish hydraulic gradient of settling slurry in downward-inclined-pipeline.
抽汲地下水降低了地下水位，使上覆土层浮托力减小，水力坡度和流速增大，潜蚀作用加强。
Due to groundwater pumping the water level is lowered, the buoyancy in covering soil is decreased, the hydraulic gradient and flow velocity are increased, and the corrosion is enhanced.
分析了水力坡度与堤防渗漏破坏的有机联系，可以帮助研究人员对堤防渗漏破坏进行定量确定。
The soil seepage stabilization researches are applied to analyse the internal relationships between hydraulic slope and the dikes.
以地下水动力学为基本原理，建立了以渗透破坏的临界水力坡度为条件的预防溃砂发生的临界条件和预计公式。
On the basis of groundwater dynamics, with the condition of critical hydraulic of the seepage failure, deducted critical condition and the estimating formula of preventing inrush of sand.
膏体充填技术近年来在矿山得到了较多的应用，但是关于膏体充填料浆水力坡度的计算却成为越来越突出的问题。
Paste backfilling technology has been widely used in mines recently. However, the hydraulic gradient calculation of paste backfill slurry is becoming a prominent problem increasingly.
对于均匀坡度的管道系统，安全率是评价系统水力安全性的重要指标。
For pipelines with a uniform gradient, safety ratio is an important index for evaluating the hydraulic safety of a system.
针对阳江抽水蓄能电站上库溢流坝具有高水头、坝址河床狭窄、坡度陡峭等特点，通过水力模型试验研究优化了溢流坝及其消能工体型，解决了溢流坝的消能问题。
The upper reservoir overflow dam of Yangjiang pumped storage power station shows the characteristics of high waterhead, narrowing river bed in dam site and steep slope.
针对阳江抽水蓄能电站上库溢流坝具有高水头、坝址河床狭窄、坡度陡峭等特点，通过水力模型试验研究优化了溢流坝及其消能工体型，解决了溢流坝的消能问题。
The upper reservoir overflow dam of Yangjiang pumped storage power station shows the characteristics of high waterhead, narrowing river bed in dam site and steep slope.
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