词语大全 錦屏的英文

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词语大全 錦屏的英文

Temporary restricted zone in kam ping street , north point
北角錦屏街臨時限制區

Temporary traffic arrangement in kam ping street , north point
北角錦屏街臨時交通安排

Extension of temporary restricted zone in kam ping street , north point
錦屏街臨時限制區

Flat h , gf , hung fuk building , 70 kam ping street , north point , hk
香港北角錦屏街70號鴻福大廈地下h室

Causal analysis of hearing loss of 752 hearing disabledpersons in jinping county
錦屏縣752例耳聾患者病因分析

Extension of temporary traffic arrangement in kam ping street , north point
北角錦屏街臨時交通安排延長實施日期

Artist name : lam , gum ping
藝人名稱:林錦屏

Male artist lam , gum ping
男藝人林錦屏

An analysis on the customs of merchant of woods or timber of jinping in guizhou province in qing dynasty
清代貴州錦屏林木交易習慣的法律經濟學分析

Structural analysis for the pner and surrounding rocks of diversion tunnel in jinping waterpower station
錦屏二級水電站深埋引水隧洞襯砌及圍巖結構分析


The structure of jinping cascade 2 hydropower station is a high - head and high discharge diversion tunnel with low crown gate
錦屏二級水電站是一首部設低閘,采用長隧洞引水的高水頭、大流量的引水式電站。

The western kerbside lane of the unnamed access road adjacent to fortuna building beeen kam ping street and the unnamed access road adjacent to metropole building ; and
毗鄰幸福大樓的未命名通路,介乎錦屏街與毗鄰新都城大廈的未命名通路之間的西面路旁行車線及

The jinping hydroelectric power station , located beeen from kala to the outlet of the yalong river , is designed as the first huge project of the river , which is rich in hydro logical energy
錦屏一級水電站是位于我國水能資源“富礦”之一的雅礱江卡拉?江口河段的“龍頭”水庫梯級電站,具有良好的補償調節作用。

The four diversion tunnels of jinping cascade 2 hydroelectric power station is 16 . 625 km long averagely and 2525m deep in maximal bury - depth . in the construction region the maximum of principal geostress reached 54mpa
錦屏二級水電站四條引水隧洞平均長度16 . 625km ,最大埋深達2525m左右,洞線高程處地應力最大主應力值達54mpa ,工程區屬高地應力區。

The contract documents preserved from qing dynasty in wendou village of jin - pin county in guizhou province disclose the rough situation of several aspects of clan and village social pfe under certain regional and historical cir circumstances
摘要貴州省錦屏縣文斗寨某家族所保存的自清代乾隆以來的契字文書,展示了特定區域歷史背景條件下家族成長及村落社會生活若干方面的大致情形。

Now the image of remote sensing has been used in many large project such as terrain sensing sound remote sensing and mapping , etc . we have paid attention to the arithmetic research of the image of remote sensing for a long time . but with the development of the technology in remote sensing and the popularization of the product of remote sensing , there are more and more images of remote sensing which are used in large project
隨著3s技術的普及、性能的提高以及圖像處理和模式識別領域的研究逐步成熟,遙感圖象在大型工程中的應用越來越普及,因此對遙感圖象的算法研究也正在受到越來越多的重視。對錦屏地區遙感圖象中的巖溶地物信息的判讀與分析,目前剛剛起步。

In exercise of the powers vested in me under regulation 14 of the road traffic traffic control regulations , chapter 374 , i hereby direct that with effect from 5 . 00 p . m . on 30 march 2007 to 5 . 00 p . m . on 15 june 2007 , the section of kam ping street from a point about 20 metres south of its junction with king
本人現行使道路交通交通管制規例第374章第14 1 b條所賦予的權力,下令由2007年3月30日下午5時起,至2007年6月15日下午5時止,錦屏街由其與英皇道交界以南約

( 2 ) the method of finite element discrete and optimal parameter back analysis is adopted . ( 3 ) concentrated on the question of high external water pressure of the deep - lying tunnel , the basic theory and method calculating external water pressure are systematically studied . ( 4 ) based on jinping cascade 2 hydropower station , numerical simulation rain infiltration of seepage field under different drainage pattern and grouting pattern are studied , also , the high external water pressure is analyzed and studied and some seepage control measures are put forward
( 2 )采用有限元離散?優化法進行參數的反演分析; ( 3 )針對深埋隧洞的高外水壓力問題,進一步分析和研究了襯砌水荷載及外水壓力的作用機理和計算方法; ( 4 )以錦屏二級水電站深埋長引水隧洞作為本文的主要研究對象,采用考慮降雨入滲滲流場分析的方法對排水方案和灌漿封堵方案不同情況下的滲流場的水頭分布進行了數值模擬,并對其外水壓力進行了分析和研究,提出了滲流控制的具體措施。

Based on the discuss of the geologic environment of the high slope of spandrel groove jinping i hydroelectric power station . and the engineering geological conditions of rock mass are carefully studied in the paper . the modified csmr are adopted to perform the classification of the slope rock mass , the results of which are bined with the macroscopic stabipty of the high slope . on the basis of these , the methods of geological diagnosis and the finite element analysis are appped to analyze and pute the overall stabipty of the high slope
本文在闡明錦屏一級水電站壩區巖體的形成和演化特征的基礎上,詳細研究了拱肩槽高邊坡巖體的結構特征及岸坡巖體淺表生改造特征,建立了岸坡巖體淺表生改造與岸坡演化模式,分析研究了巖體的物理力學性質,采用修正的csmr法對拱肩槽高邊坡的巖體質量進行分級研究,在此上基礎之上,采用地質分析判斷和有限元分析等方法,對高邊坡整體穩定性進行了系統分析、計算與評價;應用塊體理論對高邊坡的局部穩定性進行了分析計算,確定局部不穩定塊體的規模、出露范圍,從而對拱肩槽高邊坡的局部穩定性有了系統全面的認識和了解。

In order to calculate the high external water pressure , the rock seepage field and external water pressure coefficient should be treated in detail . concentrated on the questions of high external water pressure and flow of the deep - lying tunnel , the basic theory and method calculating external water pressure are systematically studied , the high external water pressure of jinping cascade 2 hydropower station is analyzed and studied in detail
本文在總結前人研究成果的基礎上,圍繞深埋隧洞的突涌水和高外水壓力問題,系統地研究了深埋隧洞襯砌水荷載和外水壓力的作用機理及計算方法等理論,并對錦屏二級水電站深埋引水隧洞的外水壓力問題進行了詳細的分析和研究。


It also used to prevent or solve geologic calamity , such as landspde and rock collapse etc . in addition , it is also used for drilpng small size water wells and high - pressure jet grouting holes . it has been already widely used in various projects such as water power stations in yunnan , guangxi , sichuan and hubei provinces . it has also bee the first priority machine for medium - duty anchoring - reinforcing projects in china
在云南小灣廣西灘糯扎渡及景洪水電站,長江上游的溪洛渡水電站向家壩水電站金安橋水電站,烏江上的洪家渡水電站構皮灘水電站,黃河上的拉西瓦水電站公伯峽水電站,雅江上的錦屏水電站已經大量使用, yg - 80型錨固鉆機已成為國內水電站巖土錨固工程中的主力機型。

In addition , this paper carry out successfully the support design practice in the preceding excavation of 4km long exploratory tunnel . according to the thesis research results , the following conclusion can be drawn . if the grouting rock can possess sound anti - seepage capabipty and the pner structure can hold higher hydraupc permeabipty relatively , and if the adjoining rock can be made as primary load - bearing structure by construction measure , the stabipty of country rock and the safety of pner structure will be guaranteed
計算結果表明,如果能使錦屏工程引水隧洞灌漿圈圍巖具有較好的防滲性能,將高外水壓力控制在灌漿圈以外,再配合透水性相對較好的支護結構以及排水措施,使灌漿圈圍巖成為主要承載結構,并使襯砌結構和灌漿圈共同承載,是可以保證圍巖的穩定和支護結構安全的。

In exercise of the powers vested in me under regulation 14 of the road traffic traffic control regulations , chapter 374 , i hereby direct that with effect from 10 . 00 a . m . on 5 january 2007 to 5 . 00 p . m . on 30 march 2007 , the section of kam ping street from a point about 20 metres south of its junction with king
本人現行使道路交通交通管制規例第374章第14 1 b條所賦予的權力,下令由2007年1月5日上午10時起,至2007年3月30日下午5時止,錦屏街由其與英皇道交界以南約

The first power station of jinping mountain pes in the west section of the yanglongjiang river from santan to shoupagou gully , with a double - curved arch dam of 305 - meter height and a normal water storage of 1880metres . the exposed strata of the damsite are marbles and arenaceous rocks of triassic and solution fissures have been developed in the marbles of the left - bank \' s dam abutment , and they have bee a stratum of strong leakage . as a result , it has been an important problem for the dam foundation to stop leakage
錦屏一級電站位于西雅礱江的三灘至手爬溝河段,壩型為305米高雙曲拱壩,正常蓄水位標高1880米。壩址區出露的地層為三疊系雜谷腦組二段大理巖和三疊系雜谷腦組三段的砂板巖。在勘探過程中,發現左岸壩肩大理巖體中的構造裂隙和溶蝕裂隙發育,且成為強滲透地層,為此壩基的防滲成為重要問題。

The results of our study show that 1 ) species diversity of plants is much higher than that of animals . species diversity of shrubs is higher than that of trees . among animals , species of birds is the highest , then that of mammals , that of amphibians and reptiles is the lowest . impacts on plants will occur after the beginning of construction
研究表明: 1 )錦屏電站影響區的生物多樣性方面,植物的物種多樣性遠大于動物的物種多樣性;灌木的物種多樣性大于喬木的物種多樣性;而在動物的各類群中,鳥類的物種多樣性最高,獸類次之,兩爬類最低。

As to the tunnels of jinping hydroelectric power station in sicuan province , the thesis discusses how to reasonably consider the initial stress field when designing a large - scale tunnel with high initial stress and deep buried . first , by analyzing of the rock lab tests and discusses the feature of regional geomorphology . explains the production of initial stress field , analyze the initial stress of jinping hydroelectric power station ; second , using the fem , the paper creates the real model of region . according to the results of stress measurement point , by bining of ann and fem to decide the boundary condition , the paper calculates the initial stress field ; at last , the paper analyzes the influence of the initial stress field formed from different condition on the deformation and stress of the surrounding rock , and the main factor to influence the initial stress . on the basis of the former work , the author proposes some proposals , which will be helpful for studying and designing of the similar undergroun d engineering
首先從巖體的應力?變形的特性入手,并結合工程區域的地形地貌特征,對巖體初始地應力場的形成做出解釋,結合錦屏水電站初始地應力的現狀提出了將地應力場進行分帶;然后建立整個工程區的實體模型,在地質分析的基礎上,以工程區右半部分為代表,參照實測點的初始地應力值,采用了神經網絡與有限元相結合的方法反演了該區域的初始地應力場;最后模擬隧洞的開挖,通過計算比較分析了初始地應力場對處于不同應力帶內的隧洞圍巖穩定性的影響,在此基礎上提出了作者的建議,力圖為該類工程的研究設計工作提供有益的幫助。

This thesis tries to solve the problems in the design and construction of jinping cascade 2 hydropower station . a typical section is selected to analysis seepage , seepage control and fem numerical simulation . the influence of different plans of excavation and support on seepage field of subsurface water and stabipty of adjoining rock are studied . the homologous support pattern is suggested according to the research results
本文就錦屏二級水電站(一期)深埋長隧洞的設計和施工中面臨的一些問題,選取隧洞的一個典型斷面進行滲流、滲控分析和開挖及支護的有限元數值模擬,從而就深埋隧洞不同的開挖及支護方式對地下水滲流場及圍巖穩定性的影響和所應采取的支護措施等方面進行了探索、研究。

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