临界比降的英文
发音:
"临界比降"怎么读用"临界比降"造句
英文翻译手机版
- angle of ultimate stability
- critical slope angle
- "临界"英文翻译 critical; crisis; criticalit ...
- "比"英文翻译 2
- "降"英文翻译 surrender; capitulate
- "正常临界比降" 英文翻译 : normal critical slope
- "临界比" 英文翻译 : critical ratio
- "临界比率" 英文翻译 : critical ratio
- "临界比容" 英文翻译 : critical specific volume
- "临界比规划法" 英文翻译 : critical ratio scheduling
- "临界掩蔽比,临界比" 英文翻译 : critical masking ratio
- "临界比关键比率" 英文翻译 : critical ratio
- "比降" 英文翻译 : gradient; inclination; slope
- "比降比" 英文翻译 : stream gradient ratio
- "比降法" 英文翻译 : slope method
- "比降线" 英文翻译 : inclination line
- "倒比降" 英文翻译 : inverse slope
- "陡比降" 英文翻译 : high gradient
- "横比降" 英文翻译 : transverse gradient; transverse slope; traverse gradient
- "总比降" 英文翻译 : general slope
- "纵比降" 英文翻译 : longitudinal river slope
- "临界" 英文翻译 : [物理学] critical; crisis; criticality◇临界角 [光学] critical angle; angle of nonslip point; 临界力 critical force; 临界量 critical quantity; 临界面 critical surface; 临界球 critical sphere; 临界区 [流] critical region; critical zone; 临界速度 [流] critical speed; critical velocity; decision speed; thrashing speed; whirling speed; 临界态 critical state; 临界体积 [物理学] critical volume; critical size; 临界条件 critical condition; 临界温度 critical temperature; 临界载荷 critical load; 临界转数 critical revolutions; 临界转速 [机械工程] critical speed; critical speed of revolution; 临界装置 [核物理] critical assembly; 临界状态 criticality; critical state; critical behaviour; 临界最大值 critical maximum
- "附加比降(加速比降)" 英文翻译 : add slope
- "河道比降(河床比降)" 英文翻译 : channel slope
- "安定比降" 英文翻译 : slope of compensation
- "比降-输水率法" 英文翻译 : slop-conveyance method
- "比降观测" 英文翻译 : slope observation
例句与用法
- As a practical application , the safety situation of jiujiang dike under the 1998 pluvial condition of once a hundred years in yangtze river has been evaluated by the reliability method from the point view of the seepage stability in terms of probability analysis and two dimensional saturated seepage finite element analysis combining with the mechanism of seepage burst in jiujiang dike summarized in the thesis
通过渗流有限元和渗流可靠性分析论证了1998长江流域特大洪水灾害中九江市防护大堤发生的严重溃口破坏的渗流破坏机理。分析、比较得出结论:堤防下游坡脚的出逸比降接近和超过临界比降,在1998年长江百年一遇的洪水条件下九江大堤溃口断面的抗渗可靠性仅在55左右的非常低水平。
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