码头 1.(停船的地方) wharf; dock; hoverport; pier; shipside; jetty; quay 储油码头 oil wharf; petrol wharf; 浮码头 pierhead pontoon; 那艘船停靠在码头边。 the ship lies alongside the wharf.; the steamer lies at the pier.2.[方言] (商业城市) port city; commercial and transportation centre 跑码头 travel from port to port as a trader; be a travelling merchant; 码头搬运工 dockwalloper; 码头泊位 quay berth; 码头到户 [门] pier-to-door; 码头调车机车 dockside switcher; 码头费 wharfage; dock charge; dockdues and charges (包括税捐及停泊费等); jettage dockage; 码头工人 dockman; dock hand; stevedore; longshoreman; 码头管理站 administration office; 码头集装箱起重机 portainer; 码头交货 ex dock;ex pier; ex quay; ex wharf; at the dock; at wharf; 码头交货价 ex pier; ex quay; ex dock; free on quay; 码头交货条件 ex quay terms; 码头捐[税] dock dues; wharfage; pierage; pier dues; quayage; 码头雷达 jetty mounted radar; 码头起重机 quay crane; 码头区[沿岸] quayside; 码头设备 pier facilities; terminal facilities; 码头收据 dock receipt; 码头司号工 railman; 码头外端 pierhead; 码头栈单 dock warrant; 码头重量记录单 dock weight note; 码头主任[人] wharfinger; 码头装卸工 longshoreman; 码头装载 block stowage
And the similarities and differences between the properties of regular wave impact pressure and that of the irregular wave impact pressure are discussed 比较码头面板所受的随机波浪冲击作用和规则波冲击作用的异同点。
A new type composite quay - wall panels of steel and concrete with profiled steel used as the stiffeners were proposed to meet special requirements 摘要基于特殊需要,提出了带型钢加劲肋的钢板混凝土组合板这一新型组合码头面板。
This paper presents the experimental investigation of random wave impact on piled wharves with different shore connecting structures , also the certification analysis by the numerical simulation results 本文应用物理模型试验和计算机数值模拟相结合的手段,对不同接岸型式码头面板底部受到的随机波浪冲击作用进行了研究。
According to the analysis of the w ave impact pressures on the wharf deck with different shore connecting structures , the effect of different shore connecting structures on the impact pressure on wharf deck is discussed 讨论不同接岸型式对码头面板底面冲击压力的特性、分布规律以及冲击压力峰值大小的影响。本文的数值模型为作者改进的vof方法。
Based on the experimental results for different wave height , wave period and the relative clearance of underside of the wharf deck , the properties of wave impact pressure on wharf deck are studied . the distribution of impact pressure along the underside of the deck model is analyzed . the influence of different incident wave parameters , structure dimension and relative clearance s / h1 / 3 on the impact pressure is discussed 通过对不同波浪参数、结构物尺度、结构物与静水面的距离等情形的试验结果的比较分析,研究随机波浪对不同接岸型式码头面板的冲击压力特性,分析波浪冲击压力沿码头面板底面的分布规律,讨论入射波要素、结构物尺度、结构物相对净空等要素对码头面板底面所受的冲击压力的影响规律,给出便于工程应用的计算波浪冲击压力的经验公式。
The incident wave height h1 / 3 is in the range from 0 . 1m to 0 . 25m , and the peak period tp in the range from 1 . 0s to 2 . 0s . the ratio of s / h1 / 3 , which refers to the subface level of wharf deck ( s ) to the incident wave height ( h1 / 3 ) , is between - 0 . 1 and 0 . 7 . three different shore connecting types : open - piled , permeable slope with armored 1ayer of dolosse b locks and impermeable slope with armored layer of concrete plate , are set in the experiment for the research on the effects of boundary condition with different shore connecting types on the wave impact 本文的物理模型试验在大连理工大学海岸和近海工程国家重点实验室的大波流水槽中进行,试验中选用的随机波靶谱为改进的jonswap谱,入射波波高h _ ( 1 / 3 )范围为0 . 1m 0 . 25m ,谱峰周期t _ p范围为1 . 0s 2 . 0s ,码头面板的相对净空(码头面板底面距离静水面的距离s与入射波波高h _ ( 1 / 3 )的比值)范围为- 0 . 1 0 . 7 ,其中s / h _ ( 1 / 3 )为负值时表示码头面板底面位于静水面以下。