1) regime channels
稳定河道
1.
In this paper,a number of approaches related to the study of the width of regime channels are analyzed and discussed.
首先对有关稳定河道宽度研究的方法和理论进行了分析和讨论。
2) river course stability
河道稳定性
1.
The river course stability in Shandong part of the Huanghe river′s lower course is controlled by many factors, such as neotectonics, active faults,earthquake intensity, river′s dynamic geological action, morphostructure of river course, soil property and manmade geologicengineering construction property in the course, etc.
该段河道带可分为四个地质环境质量区，据其对河道稳定性的影响程度，确定了地壳稳定性、堤基堤身稳定性、地面稳定性为评价主因子，同时确定了分级评价因子及分值，并采用“因素叠置法”分区进行计算与评价。
3) Stable waterway and stable bank
稳定航道与稳定河岸
5) posed river
河床稳定河
6) riverbed stability
河床稳定
1.
Through the calculation analysis of the riverbed stability and the velocity flow site where thebridge is located, the data are provided for the arrangement of the bridge span and the pier position.
浙江建德马目大桥位于"Ω"型弯道出口狭颈处,通过对桥位处河床稳定性及流速流场的计算分析,为桥梁孔跨布置与墩位布设提供依据,在满足通航和泄洪要求的前提下,控制了桥梁建设规模,可供类似桥渡设计尤其是新安江上后续临近桥渡设计时参考。
补充资料：河道洪水演进(见河道洪水演算法)
河道洪水演进(见河道洪水演算法)
neaao non郎hUi河道洪水演进yanJ县n 见河道洪水演算法。
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