尾水渠 的英文怎麼說
中文拼音 [wěishuǐqú]
尾水渠
英文
tail channel-
In this paper, 3d nonlinear finite element model is used to analyze the stability of side slope of baise hydraulic power plant ' s tail channel, and the result to be given for consulting
本文主要應用三維非線性有限元對百色水電站尾水渠高邊坡進行靜、動力穩定性分析,並對結果進行分析,給出供工程設計的參考意見。All kinds of special pipes and conduits ( ditches ), ash storage sites, wells, pumping stations, water cooling towers, oil depots, dikes and dams, railways, roads, bridges, docks, fuel loading and unloading equipment, lightening arresters, fire - fighting equipment and other related ancillary equipment outside power plants and power transformation stations
(三) 、水力發電廠使用的水庫、大壩、取水口、引水隧洞(含支洞口) 、引水渠道、調壓井(塔) 、露天高壓管道、廠房、尾水渠、廠房與大壩間的通訊設施及附屬設施。Reservoirs, dams, water inlet, water diversion tunnels ( including branch tunnels, water diversion canals, voltage adjustment wells ( towers ), open - air high - voltage conduits, premises, water discharge canals, communications facilities between premises and dams and other related ancillary equipment used by hydropower stations
(三) 、水力發電廠使用的水庫、大壩、取水口、引水隧洞(含支洞口) 、引水渠道、調壓井(塔) 、露天高壓管道、廠房、尾水渠、廠房與大壩間的通訊設施及附屬設施。So, it is very important to analyze the stability of side slope well and truly
因此,準確分析尾水渠高邊坡在各種荷載組合下的穩定性便顯得尤為重要。The fairview park nullah was graded bad in 2005, mainly because its catchment area has been reduced after water from ngau tam mei began to be diverted into the kam tin river in 2002
2005年,錦銹花園明渠的水質等級被評為惡劣,主要是因為2002年牛潭尾的河水改道至錦田河引致流量減低。The geologic condition of side slope is complex. it is composed of soil and intense weathering rock on the surface and slightly weathering rock under the surface. further more, it has many faults, fissuring and weak intercalations
其水電站尾水渠高邊坡所處區域地質條件復雜,邊坡表面由幾米至十幾米厚的坡積土和強風化破碎巖石組成,下部是弱風化和微風化巖石組成,且斷層、節理和軟弱夾層分佈廣泛。When the pump machines pass the short distance pipeline, the water in trail pipeline goes to exoteric dyke. the variety of pressure is little and sometimes forms non - pressure status
源水在通過水泵機組出口壓送后,僅經過短距離輸水管道后,在管道尾部水敞開奔向開放式明渠。The main drainage channels at ngau tam mei and the upper reaches of the kam tin river near kam tin san tsuen have been substantially completed and the flood risk around the areas has been relieved
在牛潭尾和錦田河上游近錦田新村的主要排水渠工程已大致完成,該區的水浸風險已大大減低。Based on the analysis, we gave an example to study the dynamic contact with friction of the intermittent joint, and got some essential rules : the friction coefficient could n ' t influence the distributing of dynamic stress on the contact surface, and the roading rates affected evidently on the dynamic characteristic on the contact surface. in the last part, this paper made respectively use of the time - history method and the response spectrum method to analyze the dynamic response of the rock slope on baise hydraulic power plant, and got the coincident resultant. simultaneously, the contact theory was applied to study the stability of the intermittent joints
基於上述的接觸理論和接觸分析結果,本文在最後一部分中分別利用動力時程法和反應譜法對百色水電站尾水渠的巖質邊坡進行動力響應分析,兩者計算方法得出比較一致的結果,同時採用動力摩擦接觸理論重點分析了斷層對于邊坡的穩定影響,認為斷層的存在會使得巖坡的穩定性降低,在地震等動力荷載的作用下對于斷層將發生張開、閉合和錯動現象,尤其是動力荷載和其他荷載如滲流力等的耦合作用將會對斷層產生極為不利的後果,進而影響巖坡的整體動力穩定,應該要引起足夠的重視。Upgrading works for the secondary channels and the urban drainage improvement works are scheduled to commence at end 2001
在牛潭尾及錦田的排水渠上游部份改善工程仍在進行中。Turbine tail race tunnel
水輪機尾水渠This method and the stability of the slide slope analysis will be discussed in this paper
本文論述了此方法的原理,並利用此方法對百色水利樞紐尾水渠高邊坡進行了穩定性分析。According to the similar rule, a movable bed model for downstream channel and the particle size distribution of the model silt in the channel and the scour hole are designed. a theoretical method of size distribution in the scour hole is devised
根據模型律設計了太平灣尾水渠動床模型,分別確定了河床中和沖刷坑中模型沙的配比,並對沖坑中的床質級配進行了理論推導。But the stability of the side slope is very important to the construction schedule of project and the safety running of junction
而尾水渠高邊坡的穩定性直接關繫到整個工程的施工進度及日後樞紐的調度和運行安全。The engineering works were extremely difficult as river flow had to be reversed. the dongshen - hong kong water supply scheme therefore necessitated the up - lifting of water in 8 stages with a total elevation of 46 metres. the water was then fed to the yantan reservoir (
工程1963年展開,經八級提水,將水位提高46米后,注入雁田水庫,再由庫尾開挖3公里人工渠道,注水至深圳水庫,再由深圳水庫直接供應香港。分享友人