Chinese translation for "输水隧道"

canal tunnel
water tunnel

Related Translations:

公路隧道:  car tunnelhighway tunnelroad tunnelvehicular tunnel

输者:  loser

输纸:  tractor feed

转输:  transfusion

输乳腺:  the lactiferous gland

输运:  transport

蜗输:  worm wheelworm-grar

输掉:  concedecrap outdropgive awayout of the moneysurrender

输水量:  carrying capacitydelivery

骨髓输注:  bone marrow infusion

Example Sentences:

	1.	This system of underground tunnels and pipes was completed in 1975 全部输水隧道于1975年完成。
	2.	It had a diameter of 54 inches . it also started from man kan to in the new territories , went through river indus pumping station to water tunnel at tai po tau to connect with plover cove 1964年增设的第二条直径54寸水管，起自新界文锦渡经梧桐河抽水站至大埔头输水隧道，与船湾淡水湖系统连接。
	3.	To integrate the tai lam chung supply system with the rest of hong kong s water supply network , the water pipes of the tai lam chung reservoir extended throughout the kowloon peninsula 为使供水可连接全港供水网络，大榄涌水塘的输水管遍布九龙半岛。此外，通往配水库的道路、抽水站及输水隧道，也相当完备。
	4.	Shortly after the surveying work started the war broke out and the government was forced to halt the project . it was not until after the war in 1947 , that the planning of the tai lam chung reservoir re - commenced 1947年，筹建大榄涌水塘计划重新开展，草拟的蓝图包括了水坝、输水隧道、输水管、抽水站、滤水厂、配水库等工程。
	5.	The water could also go through tunnel of the plover cove system and arrived at the lower shing mun reservoir and then to the shatin treatment works to supply water for the urban area . the capacity of the dongshen water supply scheme has been uprated three times 该输水管自梧桐河泵房经上水、粉岭抵达大埔头后，可经过泵房注入大埔头，至下城门水塘输水隧道转沙田滤水厂，供应市区。
	6.	The high island water system had a transport network that included numerous underground tunnels , in total 25 miles long , with diameters of 10 to 13 ft . the main water tunnel was 74 , 000 ft . long ( 14 miles ) , beginning at pak tam chung , near high island , and going through the sai kung peninsula and tai wan to reach the sha tin treatment works 万宜水库的输水网络包括了多条直径10至13尺、共长约25哩的输水隧道，隧道主线长74 , 000尺（ 14哩） ，由万宜水库北潭涌起，横越整个西贡半岛，经西贡大环至沙田滤水厂。
	7.	During phase i of the shing mun reservoir construction , the dam measured 400 ft . wide , 200 ft . deep and was capable of storing 900 million gallons of water . in view of the gigantic size of the engineering project , the government specially employed british experts - sir alexander binnie son & deacon and workers , who once helped in the construction of a reservoir in singapore 水塘第一期工程完成时，塘面宽约400尺，深200尺，设有两条输水隧道，北隧道长2 , 100尺，南隧道长4 , 600尺，两条隧道以水管及引水道连接，可储水9亿加仑。
	8.	The construction of phase iii started in september 1935 and was completed in 1939 , when the third cross - harbour pipeline had been laid . this phase included the laying of twin cross - harbour pipelines that connected kowloon and hong kong island , the building of the tunnel and pumping station , the heightening of the main dam from 115 ft . to 275 ft . and the construction of an auxiliary dam , named the pineapple pass dam 第三期工程于1935年9月展开，至1939年第三条海底输水管建成后才告完工，主要工程包括两条连接九龙至香港的海底输水管、连接水塘与供水网络的输水隧道、抽水机、主坝由115尺加高至275尺，以及兴建82尺高的菠萝凹副坝。
	9.	The tai tam reservoir was situated higher than the tai tam intermediate reservoir . similarly , the latter was situated higher than the tai tam tuk reservoir . for these reasons , water stored in the tai tam tuk reservoir must be pumped upwards into the foothills of the tai tam valley in order to reach the tunnel portal of the tai tam reservoir , where water would gravitate to the supply system in central 无论是第一期或第二期的扩建工程，建造水坝都是工程的基础，而建立抽水系统亦是重要一环，因大潭中水塘的水位比大潭上水塘低，大潭笃水塘更处于较大潭中水塘低的谷地，故大潭笃的存水必须依靠抽水机，才可运送至大潭水塘的输水隧道，再经由大潭水塘输送系统，调配至中区滤水系统经过滤后，才可供市民饮用。
	10.	In this paper , it is studied and analyzed characteristic of stress , distortion etc . of pipe liner structure combining dahuofang transport water tunnel practice project , tunnel boring machine construction , and it is considered that affects internal force of pipe liner for early stress of underground structure and digging load . in nonlinear finite element calculation model , folium cells have been simulated among pipe liner and pipe liner and wall rock . under varies load condition , it has educed that changing rule of stress , distortion and load characteristic pipe liner in kinds of wall rock tunnel by analysis and calculation 本文结合实际工程，分析研究了大伙房水库输水隧道工程在采用掘进机施工方法的情况下，利用管片衬砌的结构应力、变形等受力特性，考虑地下结构初始应力和开挖荷载对衬砌内力的影响，采用薄层单元模拟衬砌管片之间、衬砌管片与围岩之间的非线性有限元计算模型，通过分析计算得出不同荷载工况下各类典型围岩段隧道衬砌管片受力特征、应力和位移变化规律。

Similar Words：

"输水渠" Chinese translation, "输水设备" Chinese translation, "输水设施" Chinese translation, "输水时间曲线图" Chinese translation, "输水水头" Chinese translation, "输水隧道入口" Chinese translation, "输水隧洞" Chinese translation, "输水损失" Chinese translation, "输水损失率" Chinese translation, "输水系统" Chinese translation