| 1. | The y coordinate is a point s vertical distance from the origin
： y坐标是某一个点距离原点的纵向距离。 |
| 2. | The vertical distance from crest to spill plane is the closure of the trap
从圈闭顶部到溢出面的垂直距离称为圈闭的幅度。 |
| 3. | The line spacing is the vertical distance between the base lines of two consecutive lines of text
行距是两个连续文本行的基线之间的垂直距离。 |
| 4. | At their closest , the vertical distance between the two aircraft was 500 feet instead of the standard separation of 1 , 000 feet
两架航机最接近时的垂直间隔为五百尺，而标准间隔则应为一千尺。 |
| 5. | Line and paragraph spacing allows you to specify the vertical distance between lines in each paragraph , as well as the space between paragraphs .
行距和段落间距用于指定段落中各行之间的垂直距离以及段落之间的间距。 |
| 6. | At their closest , the two aircraft were 1 . 4 nautical miles apart and the vertical distance was 500 feet instead of the standard separation of five nautical miles or 1 , 000 feet
两架航机最接近时的横向间隔为一点四海里，垂直间隔则为五百尺，而标准间隔应分别为五海里及一千尺。 |
| 7. | At their closest , the vertical distance between the two aircraft was 700 feet and the horizontal distance was 2 . 5 nautical miles . the standard separation required was 1 , 000 feet or 5 nautical miles
两架航机最接近时的垂直间隔为七百尺，横距则有二点五海里，标准间隔应为一千尺或五海里。 |
| 8. | For the optimization function of hrsg , the cool costs is considered as the objective function and the variables are the number of row , the number of tube per row , the horizontal distance and vertical distance between tubes of the evaporator and the economizer
建立了以bchp系统的冷量成本为目标函数，以余热锅炉排烟温度、蒸发器和省煤器中螺旋翅片管管排数、每排管数、管束横向节距和管束纵向节距为决策变量的余热锅炉优化模型。 |
| 9. | The basic features include a crest ( the highest point of the wave ) , a trough ( the lowest point ) , a height ( the vertical distance from the trough to the crest ) , a wave length ( the horizontal distance between two wave crests ) , and a period ( which is the time it takes a wave crest to travel one wave length )
它们的基本特征包括浪峰（波浪的最高点） 、波谷（最低点） 、浪高（从波谷到浪峰的垂直距离） 、波长（两个浪峰间的水平距离）和周期（海峰走过一个波长所需的时间） 。 |
| 10. | It shows that the method suggested in the paper is simple , applicable for engineering and has good precision . on the bases of the formulas deduced , and combining with relative test datas , it studies in the paper several factors influencing the bearing performance of the simple beams , such as shape of the external tendons , the equal moment segment length , span - to - depth ratio of the beam , valid initial prestress of the external tendons , area of the internal tension reinforcement , strength of the concrete , vertical distance between
在公式推导的基础上,结合相关试验资料,研究了体外筋的形状、等弯矩区长度、梁跨高比、有效张拉预应力、体内受拉筋配筋率、混凝土强度、锚固点到梁上边缘在垂直方向上的距离、体外预应力筋水平段长度(双折线型体外筋的情况)以及荷载类型等对体外预应力混凝土简支梁受力性能的影响。 |
