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1)  general scour
桥梁一般冲刷
1.
The paper has applied Wspro software and the formulas 64-1 and 64-2 of general scour in china to calculate the general scour of contracted channel.
同时,本文分别利用Wspro软件及我国桥梁一般冲刷的64—1、64—2式计算压缩河道的一般冲刷,并根据计算结果分析存在差别的原因。
2)  bridge general scour
桥渡一般冲刷
3)  general erosion
一般冲刷
1.
According to the instances of bridge design,this paper analyses the two formulas in common use in calculation of general erosion of riverbed of bridge,gives the scope of application and defects of the formulas,and proposes a suggestion on appliance of the formula in calculation of general erosion of riverbed of bridge.
根据桥梁工程设计实例,简要分析了两个常用桥梁一般冲刷公式的适用范围和特点,提出了对一般冲刷计算公式应用的建议。
2.
According to the calculation results of general erosion of riverbed of bridge,this paper analyzes the impact of the main parameters in the formula to general erosion,gives the scope of application and defects of that formula,and proposes a suggestion on determination of general erosion depth.
根据桥位河床的一般冲刷计算成果,分析计算公式中主要参数对一般冲刷的影响,指出公式的适用范围和不足,提出确定一般冲刷深度的建议。
4)  bridge scouring
桥梁冲刷
5)  general scouring depth
一般冲刷深度
1.
This paper applies the BP method of the artificial neuron network methods successfully in simulating the testing data of the general scouring depth of the boulder riverbed along the Chengdu-Kunming Railway.
本文使用人工神经网络方法中的反向转播算法(BP法 ) ,成功模拟了成昆线大漂石河床一般冲刷深度的测试数据 ,其精度较高 ,可供漂石河床的一般冲刷计算参考。
6)  ordinary maximum scouring depth
一般最大冲刷
1.
This paper studied the hydraulic factors of bridge site through the basic hydraulic principles, received bridge site s minimum shrunk rate of flowing section,maximum jammed water depth,and ordinary maximum scouring depth.
并据桥位河床演变停止时的别列柳伯斯基假定得出桥位河段一般最大冲刷深度。
补充资料:冲刷
水流冲击引起河、渠及海岸、库岸等土石流失或剥蚀的现象。被冲刷的泥沙随水流运动,可能在其他地点淤积。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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