1) coarse sediment modulus
粗泥沙模数
2) modulus of sediment
泥沙模数
3) coarse sand
粗泥沙
1.
The outcomes show that the deposit on vertical section distributes coarse alternating with fine and with a certain lamination;on horizontal,the coarse sand of deposit in front of dam is remarkably reduced;the thickness of clay layer in front of a warping dam without dewateri.
结果表明:垂直剖面上淤积物粗细相间分布,具有一定层理;在水平方向上,坝前淤积物中粗泥沙明显减少;无放水工程的淤地坝坝前黏土层厚度较大,有放水工程时控制面积大的淤地坝淤积物较细;上下游淤地坝表现为上游拦粗下游淤细。
2.
It approaches to the definition of "coarse sand "of the Yellow River from the two angles of sediment movement characteristic description and heterogeneous particle and turbulent follow-up respectively by using the principle of river dynamics.
运用河流动力学原理,从描述泥沙运动特性和异质粒子与紊流跟随性2个角度,分别对黄河"粗泥沙"的理论界定进行了探讨。
3.
In order to draw a circle around coarse sand concentrated coming area in sediment-laden and coarse sand area of the middle Yellow River,the paper makes macro analysis on the factors of geological structure,lithology of stratum,category of landforms and hydrometeorology of the sediment-laden and coarse sand area in the middle Yellow River and regional difference related with coarse sand production.
为在黄河中游多沙粗沙区确定粗泥沙集中来源区,从黄河中游多沙粗沙区地质构造、地层岩性、地貌类型、水文气象等因素与产粗泥沙关系的区域差异对粗泥沙集中来源区进行了宏观判析,认为在黄河中游多沙粗沙区范围内,吴旗—志丹—延安—延长一线以北、东胜—准格尔—清水河一线以南、吴旗—榆林—神木—大柳塔一线以东(风沙区以东)至晋西北黄河沿岸的范围是侵蚀最为严重的地区,也是粗泥沙集中来源区的宏观待选范围。
4) coarse sediment
粗泥沙
1.
Composing analysis of coarse sediment particle diameter in the key branches of rich and coarse sediment areas in the middle stream of Yellow River;
黄河中游多沙粗沙区重点支流粗泥沙粒径组成分析
2.
Electronic mapping system for coarse sediment concentrated areas based on WebGIS;
基于WebGIS的粗泥沙集中来源区电子地图系统研究
3.
Definition on source area of centralized coarse sediment in middle reaches of Yellow River with method of marginal analysis;
用边际分析法确定黄河中游粗泥沙集中来源区
6) sediment mathematical model
泥沙数学模型
1.
On the basis stated above the sediment concentration distribution is simulated by the sediment mathematical model.
采用平面二维潮流数学模型,对象山湾港区规划方案实施前后的流场进行了数值模拟,并在此基础上运用泥沙数学模型模拟该区域含沙量场的分布,进而对规划方案泥沙淤积情况进行分析。
2.
Based on the combined hydraulic calculation for the eastern network region at the Pearl River estuary and several outlets to the Lingdingyang Bay, the sediment calculation modelling was introduced in the establishment of the sediment mathematical model for Lingdingyang Bay and the eastern region with one and two dimensional flow calculation.
基于珠江口东片网河与伶仃洋多口门衔接水力计算结果 ,提出泥沙计算模型 ,建立了珠江口东片网河与伶仃洋一、二维衔接泥沙数学模型 。
3.
The2-D flow and sediment mathematical model is used to compute the effect of the engineering of riverside embankment change.
采用平面二维水流泥沙数学模型进行堤线改线影响计算,模型考虑了悬移质及推移质泥沙运动、桥渡及料场的阻力变化。
补充资料：传动：模数
相邻两轮齿同侧齿廓间的齿距t与圆周率π的比值(m＝t/π)﹐以毫米为单位。模数是模数制轮齿的一个最基本参数。模数越大﹐轮齿越高也越厚﹐如果齿轮的齿数一定﹐则轮的径向尺寸也越大。模数系列标準是根据设计﹑製造和检验等要求制订的。对於具有非直齿的齿轮﹐模数有法向模数mn﹑端面模数ms与轴向模数mx的区别﹐它们都是以各自的齿距(法向齿距﹑端面齿距与轴向齿距)与圆周率的比值﹐也都以毫米为单位。对於锥齿轮﹐模数有大端模数me﹑平均模数mm和小端模数m1之分。对於刀具﹐则有相应的刀具模数mo等。标準模数的应用很广。在公制的齿轮传动﹑蜗杆传动﹑同步齿形带传动和棘轮﹑齿轮联轴器﹑花键等零件中﹐标準模数都是一项最基本的参数。它对上述零件的设计﹑製造﹑维修等都起著基本参数的作用(见圆柱齿轮传动﹑蜗杆传动等)。
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