壩水口 的英文怎麼說
中文拼音 [bàshuǐkǒu]
壩水口
英文
weir-
The main sedimentary microfacies are submerged distributary channel, debouch bar, submerged natural levee and flood - plain splay. the research shows that the physical property of subermerged distributary channel sandbodies are the best and debouch bar comes second
長4 + 52長62油層砂體的沉積微相類型主要有水下分流河道、河口壩、水下天然堤和水下決口扇等，其中水下分流河道砂體的物性相對最好，其次為河口壩砂體。This is a distributing trend. all that account for that the project have quite obviously advantage. form the experiment of different density stream, the stream come into being is quit possibly. can the sandiness move to the dam and expel from the reservoir suppend on some complications
在壩前局部模型試驗中，方案二的出庫含沙量平面上呈底孔大、電廠和取水口小的分佈趨勢，而初設方案運用則相反，說明方案二具有較明顯的優越性。According to the abundance well logging, mud logging and core analysis data, gaotaizi reservoir has been classified into four sand group with the principle of cycle comparison and classified control. based on the detailed study of lithologic character, sedimentary structure, paleontologic fossils, depositional sequence, rock association and logging data, the microfacies of the studied area are divided into such seven types : subaqueous distributary channel microfacies ; river mouth bar microfacies ; subaqueous interdistributary channel microfacies ; subaqueous crevasse channel microfacies ; subaqueous natural barrier microfacies ; distal bar microfacies ; delta front sheet sand microfacies. the characteristic of each sedimentary microfacies are described detailedly
通過研究大量測井、錄井資料和巖芯資料，依據「旋迴對比，分級控制」的原則，把研究區高臺子油層劃分為g 、 g 、 g 、 g四個砂層組。通過對研究區巖性、沉積構造、古生物、沉積序列、巖石組合及測井曲線特徵進行研究的基礎上，認為研究區高臺子油層屬於三角洲前緣亞相沉積，並將研究區沉積微相劃分為：水下分流河道、河口壩、水下分流河道間、水下決口扇、水下天然堤、遠砂壩、席狀砂等七種微相類型。According to observing the core and well logging facies analysis, yanchang 4 + 5 sector to yangchang 3 mainly developed underwater distributary channel, river mouth bars, underwater natural levee, underwater crevasse splay, interdistributary bay, far bars, etc. and some shallow lake subfacies
根據巖芯觀察以及測井相分析，認為長4 + 5 ?長3期以水下分流河道、河口砂壩、水下天然堤、水下決口扇、分流間灣和遠砂壩等沉積微相以及部分淺湖亞相沉積為主。With the further economic growth and the implement of development of the western regions, hydroelectric construction in our country is undergoing rapid growth, anumber of high - dam power - station is in building or in programming. in view of its higher - head and larger magnitude of spill structure outlet, it is difficult for conventional concrete or reinforced concrete structure of pier and pier room to support its vast water pressure. coupled with the improvement of prestressed method, it has been the noteworthy tool in solving the problem
隨著我國經濟的加速發展及西部大開發戰略的實施，我國水電事業也迎來了迅猛發展的大好時機，一批高壩水電站正在建設或規劃之中，其泄水建築物孔口及水頭愈來愈大，常規混凝土或鋼筋混凝土閘室閘墩結構難以承受如此之大的水推力作用，隨著預應力技術的成熟，這一技術已成為解決該問題的關鍵技術措施之一。Power intake dam section foundation impervious curtain grouting in the dachaoshan hydropower plant
大朝山水電站進水口壩段壩基防滲帷幕灌漿施工Experiment study on hydraulic model of the water intake in ash depot of thermal power plant
火電廠貯灰場排洪壩進水口模型試驗研究Based on the studies of the studies of predecessors, the successful practice of the application of these technologies is of the xiacouba reservoir project. in the xiacouba reservoir project, these two constructions methods are used to increase the stability of the dam and control the seepage. in this paper a systematical research have be carried out in several aspects of these technologies, such as the plan of dam reinforcement, the effectiveness of seepage controlling
論文正是在的人研究的基礎上，結合下口壩水庫工程，應用土石壩加固技術中的振沖法及高壓噴射灌漿對大壩進行了加固處理，對大壩除險加固方案、施工技術、加固效果等方面進行了較系統的分析研究。On the heavy silt - laden rivers, desilting at the water intake of hydropower station is a problem widely concerned not only for the large reservoir with high dam and high water head, but also for the runoff river hydropower station with lower water head
摘要在多沙河流上，無論是高壩大庫的高水頭電站，還是低水頭河床式樞紐，電站進水口的取水排沙歷來是一個倍受關注的問題。Abstract : a brief introduction to scientific research in the three gorges project ( tgp ) and the applications of research achievements is given, which include treatment of newly slited layer on the foundation of the first stage earth - rock cofferdam, dumping bottom technique of river closure in deep water, construction of cut - off walls in the second stage earth - rock cofferdams, 3 - d computer simulation of river closure, concrete casting alternatives and selection of major construction equipment for the second stage construction optimization of durability of raw materials of concrete, deep sliding resistance and stability of the intake dam section, the section of the intake of the power station, the intake penstock of the power station, layout and hydraulics problems of shiplocks, stability of high slopes of shiplocks, and optimization of the system structural anchor bars to reduce the risk of cracking in the concrete wall and 700mw turbine generator units
文摘:介紹三峽工程的科研項目，綜述三峽工程開工以來的主要科研成果及工程應用情況，包括：一期土石圍堰基礎處理與施工技術；大江截流上下游土石圍堰平拋墊底研究；二期圍堰防滲工程研究；大江截流計算機科學管理；大壩混凝土澆築方案及主要施工機械選型；混凝土的原材料和耐久性優化試驗研究；大壩基礎深層抗滑穩定研究；三峽電站進水口型式研究；鋼襯鋼筋混凝土引水管道研究；蝸殼打壓、廠壩間伸縮節問題研究；永久船閘的引航道布置、輸水系統及水力學、高邊坡穩定、混凝土襯砌墻的結構與支護研究；特大型水輪發電機組的科學研究。A brief introduction to scientific research in the three gorges project ( tgp ) and the applications of research achievements is given, which include treatment of newly slited layer on the foundation of the first stage earth - rock cofferdam, dumping bottom technique of river closure in deep water, construction of cut - off walls in the second stage earth - rock cofferdams, 3 - d computer simulation of river closure, concrete casting alternatives and selection of major construction equipment for the second stage construction optimization of durability of raw materials of concrete, deep sliding resistance and stability of the intake dam section, the section of the intake of the power station, the intake penstock of the power station, layout and hydraulics problems of shiplocks, stability of high slopes of shiplocks, and optimization of the system structural anchor bars to reduce the risk of cracking in the concrete wall and 700mw turbine generator units
介紹三峽工程的科研項目，綜述三峽工程開工以來的主要科研成果及工程應用情況，包括：一期土石圍堰基礎處理與施工技術；大江截流上下游土石圍堰平拋墊底研究；二期圍堰防滲工程研究；大江截流計算機科學管理；大壩混凝土澆築方案及主要施工機械選型；混凝土的原材料和耐久性優化試驗研究；大壩基礎深層抗滑穩定研究；三峽電站進水口型式研究；鋼襯鋼筋混凝土引水管道研究；蝸殼打壓、廠壩間伸縮節問題研究；永久船閘的引航道布置、輸水系統及水力學、高邊坡穩定、混凝土襯砌墻的結構與支護研究；特大型水輪發電機組的科學研究。While we investigate shipiock management domestic, focus should be put on shiplocks in anhui province, jiangshu province, fujian province and the most representative gezhouba shipiock. while we investigate shipiock management oversesa, focus should be put on shiplocks and the rivers they lie in at the same time, in us, russia, germany, france, belgium, and the most representative tennesse river and its shiplocks
考察船閘管理，國內典型的有安徽、江蘇、福建閩江水口船閘，最具代表性的是葛洲壩船閘；考察國外船閘管理，必須與其內河航運管理一併考察，典型的有美國、俄羅斯、德國、法國、比利時、荷蘭，最具代表性的是美國田納西河。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。2. horizontal displacement variation rules according to water level and temperature are researched by analyzing that of huangtankou concrete gravity dam. 3
通過對黃壇口混凝土壩水平位移的變化過程分析，研究了壩頂水平位移隨水位、溫度等環境量的變化規律。With hydrodynamic screws, even minimum hydrodynamic potentials at powers from 1 kw can be made use of economically. with hydrodynamic screws, fine screening installations for protecting against floating objects and fishes, needed for turbines, are not necessary
該技術可以用於取代小型需要經常修復的渦輪機，取代有缺陷的水輪機，用於污水處理廠的出水口，安裝在已有的水渠堰壩上，或安裝在灌溉渠中。( 2 ) carry out a comprehensive research on their technological characteristics and suitabi 1 ity in dealing wi th the xiacouba reservoir project, the details are as follows : cd in connection with grievous seepage problem and slope stability problem of the foundation overburden and the dam itself, there are two positive plans for dealing the seepage and three for upstream slope stabi 1 ity
具體內容如下：針對下口壩水庫壩體、壩基覆蓋層滲漏嚴重，上游壩坡穩定性差，多次滑坡特點，大壩防滲處理擬定了二種處理方案，上游壩坡加固擬定了三種處理方案，從技術可靠、工期短、造價省、施工條件等方面進行評價。On the basis of fvm and unstructured grids, tvd ? muscl scheme is constructed with high performance. according to the discharge and water level of breach, the scheme is used to compute velocity and water level of center node of all elements
在應用有限體積法無結構網格的基礎上建立了高性能的tvd ? muscl格式，根據堤壩潰口處的流量、水位，計算出沿程下游各點的流速、水位。Application of vibro - replacement stone column amp; high pressure grout injection methods in the danger - relief amp; strengthening treatment of the xiabakou reservior
振沖碎石樁及高壓噴射灌漿技術在下口壩水庫除險加固處理中的應用All these method have been compared from several aspects, such as technical reliability, work time, costs and site construction, then the high - pressure sprinkling grouting technology and the vibroflatation process are decided as the methods of reinforcing the xiacouba reservoir
經方案比較，下口壩水庫大壩穩定處理採用振沖加固方案，大壩防滲處理採用高壓噴射灌漿方案。對應該處理方法的物理力學參數取值進行了研究。分享友人