1) capacity graduation
挟沙力级配
1.
In terms of this mechanism,the calculation formula for the suspended load sediment-carrying capacity graduation under the balanced state of silting and scoring is deduced.
基于泥沙运动的起动和止动条件分析了悬移质泥沙和床沙交换的内在机理,并根据这一机理推求了冲淤平衡状态下悬移质挟沙力级配的计算公式。
3) sediment-carrying capacity
挟沙力
1.
Research on sediment-carrying capacity based on theory of BP neural network;
用BP神经网络原理对水流挟沙力的研究
2.
Based on previous research on sediment-carrying capacity for hyperconcentrated flow in open channels and flume tests, the sediment-carrying capacity of flow with fly ash in U-type channels is investigated.
作者利用已广泛应用于农田灌溉的U型槽渠的经验 ,以秦岭火电厂低凹地改造工程为研究对象 ,充分借鉴前人对明渠高含沙水流挟沙力的研究成果 ,结合水槽试验研究 ,提出了合理的U型断面尺寸及比降 ,确保了电厂的安全运行。
3.
(1) The existing studies and observed data show that the important factors affecting the sediment-carrying capacity include the sediment concentration, flow velocity, temperat.
通过分析实测资料，研究了挟沙力、综合糙率系数、断面变形规律，以及恢复饱和系数等高含沙水流模拟的几个关键技术问题，得到如下认识。
4) sediment carrying capacity
挟沙力
1.
The study on sediment carrying capacity of the tidal channels in Jiangsu radial sand ridge sea area;
江苏辐射沙洲潮流水道挟沙力的分析与构建
2.
Research on sediment carrying capacity transverse distribution in braided river
游荡型河道挟沙力沿河宽的分布
3.
It approaches the development of surveying instruments of sediment flux and its application and briefly describes the sediment carrying capacity at the delta and study status on bed resistance.
探讨了泥沙通量测量仪器的研发及其应用,简述了河口段水流挟沙力及河床阻力的研究状况。
5) sediment-carrying capacity
挟沙能力
1.
The concept of sediment-carrying capacity of wave is theoretically defined and the sediment concentration distribution under the action of waves is deduced.
从理论上对波浪作用下的“挟沙能力”进行了定义和推导,基于波浪的悬沙和挟沙机理,求得波浪作用下泥沙浓度分布函数。
2.
Correct calculation of sediment-carrying capacity in natural rivers is important for using mathematical models to simulate sediment transport.
天然河道水流挟沙能力的确定对于利用数学模型来模拟泥沙运动和河床变形具有重要意义。
6) sediment carrying capacity
挟沙能力
1.
Summary of studies on sediment carrying capacity of surface runoff on loess slopes;
黄土坡面地表径流挟沙能力研究综述
2.
A primary research for sediment carrying capacity in Oujiang Estuary;
瓯江河口挟沙能力的初步探讨
3.
Under the tidal condition, sediment carrying capacity model must consider the joint action of wave and current.
潮汐条件下的水流挟沙能力模型必须考虑波浪和潮流的共同作用 ,模型的形式比较复杂 ,且在水深很小的潮滩浅水区域不能适用。
补充资料：怀挟
1.携带。 2.特指应试中的挟带行为或挟带的文字等。 3.包藏。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条