dam site 中文意思是什麼

dam site 解釋
壩址
  • dam : n 1 水閘，壩，堰。2 壩中的水。3 【礦物】坑道堰。4 （牙科用的）橡皮障。5 〈比喻〉障礙。vt 1 築水閘...
  • site : n 1 地點；位置；地基。2 場所，現場。3 遺址。4 【計算機】網站，站點〈電腦網路用戶的網站地址〉；萬...
  1. The mechanical genesis of the complicated rock mass is because several times of tectonism in pro - period made the structure of rock mass in the right dam foundation damaged seriously and rock mass alteration made its mechanical character more anisotropy. after that the fractures in the right dam foundation slope were stretched at the beginning of the quaternary period because in the period yakouhoushan mountain quaquaversal dome was blowups quickly. at the same time, the valley trenching of lancang river reach to 800 - 1000 meter in altitude at the right bank in nuozadu dam site

    導致右岸巖體復雜化的成因是，右岸巖體在早期遭受了多期構造作用和巖體蝕變的基礎上，第四紀早期丫口後山穹隆的快速隆起與當時河谷下切至800m 1000m高程這一特殊因素組合引起了右岸巖體沿原有的斷裂（裂隙）張開，使地下水等風化營力能夠到達坡體較深部位，經過長期的風化卸荷作用，形成了右岸復雜巖體。
  2. A pilot study on gamda dam site engineering geological condition

    安達壩址工程地質條件的初步研究
  3. Engineering earthquake safety evaluation of the nuclear power station dam site and brige etc. seismic gonation and microgonation, earthquake disaters estimation and mitigation, engineering structure ' s dynamic characteristic etc

    核電站、大壩、大型橋梁等重大工程的地需安全性評價；地震區劃和小區劃，震賃評估、預測及其減賃對策，工程自振特性和環境振動測試，爆破公害的控制設計等。
  4. In the second part, we choose four stations on the basin which up the long - tan dam - site, and estimate a multidimensional auto regression model to model the daily discharge. then test the model and the simulate effect of the modified flood series

    第二篇中選擇龍灘壩址以上流域的四個站，通過建立多維自回歸模型對其日流量進行隨機模擬，然後對模型和模擬生成的洪水系列進行模擬效果檢驗。
  5. Based on the studies of rock mass structural in dam site, 14 groups basal glide planes are elected from interlayer shearing belts and instrastratal belts

    在對壩區巖體結構特徵研究的基礎上，確定了左右岸共14條可能構成底滑面的層間或層內錯動帶。
  6. On the basis of the result of the research on the landslide damming of river, failure of landslide dam, outburst flood and landslide surge, the failure of the part of landslide will arise a maximum surge height to 6m at the dam site, at the same time, the height of landslide dam will reach possibly 33m, and the flood peak of outburst flood will reach 15841 ~ 7613m3 / s, and make water level to rise at 11 ~ 4m through jinjiang to xiluodu of the jinsha river

    堵江潰壩及涌浪研究結果表明，局部的邊坡失穩在壩址處引起的涌浪高達6m ，並可能形成高約33m的滑坡堵江壩，潰決洪水將在金江至溪洛渡河段形成15841 7613m ~ 3 / s的洪峰流量，使得此段江水位上漲11 4m 。
  7. In the last part of the thesis a study of engineering effect about the complicated rock mass was done base on a numerical simulation and the engineering geological condition in the dam site. numerical simulation result reflect several disciplinarian of stress - distortion action in the right bank slope. firstly, today ' s right bank stress field mainly is grave stress field

    在上述研究工作的基礎上，通過對右岸巖體應力?形變作用的有限元數值模擬分析，表明：右岸壩基巖體的現今應力場主要是在自重應力場的基礎上，河谷下切應力、分異的應力場。
  8. Multifractal for structural planes in rock mass of dam site area of yujianhe reservoir, guiyang

    貴陽魚簡河水庫壩址區巖體結構面的多重分形
  9. The selection of impoundment level and dam site, the general layout, the design optimization of structures, construction diversion and construction period all are the important context of the design of hydropower station across river with low head

    蓄水位選擇、壩址選擇、樞紐布置、建築物設計優化、施工導流與工期等是低水頭河床式電站設計的重要內容。
  10. 3d - fem analysis of unloading rock slope for xiaowan dam site

    小灣電站邊坡卸荷三維有限元模擬
  11. The achievement may not only serve as a reference for optimum arrangement of ship lock during the overall layout stage, but also can be considered during dam site choice stage, so as to diminish the difficulty of project layout, and create favorable flow condition for navigation

    不僅可作為樞紐總體布置階段船閘優化布置參考的一個方向，而且在樞紐壩址選擇階段就可以加以考慮，以減小樞紐總體布置的難度及工程量，為船閘通航創造良好的水流條件。
  12. I ts d am height i s 2 87m, equipped capacitor 12000mw and permian emei mountain basalt is the main strata in dam site. field investigations show that there are discontinuities such as interlayer shearing belts, instrastratal shearing belts, faults and base crack. the discontinuities control the stability of rock mass against high arch dam shoulders anti - sliding stability which is the main engineering geological problems in dam site

    壩區地層主要為二疊系峨眉山玄武巖，調查表明，玄武巖中存在由緩傾角的層間、層內錯動帶和斷層、裂隙構成的巖體結構體系，對壩區的主要工程地質問題，尤其壩肩抗力體的抗滑穩定性具有重要的控製作用。
  13. After the investigation and study of this extruded concrete curb solution overseas, shaanxi provincial bureau of water & electric engineering ( group ) co., ltd. ( spb ) devoted to the research of this new construction method, invented bjy - 40 extrusion curb placing machine, made comprehensive experiments on heihe dam site, and got valuable results, adopted this method in gongboxia hpp main dam construction

    在對國外邊墻施工法進行細致調研后，從2001年開始，陜工局率先對這一技術進行研究，研製了bjy - 40型邊墻擠壓機，在黑河工地進行了現場擠壓混凝土邊墻和墊層料鋪填碾壓的綜合試驗，取得了具有參考價值的第一手資料，並在公伯峽水電站面板壩工程中創新採用了這一技術。
  14. Based on the productive experiment on heihe dam site, during april to august 2002, site experiment was made on gongboxia hpp dam site, bjy - 40 extrusion curb placing machine was determined to be applied into gongboxia project, the batch ratio is : cement 80kg / m3, sand 651kg / m3, small stone 1449kg / m3, and sand ratio 31 %, w / c ratio 1. 31, admixture 3 %

    在生產性試驗的基礎上， 2002年4 8月，在公伯峽面板壩現場進行了擠壓邊墻施工各個環節的試驗，通過試驗，確定公伯峽面板壩使用陜工局西安理工大學工程項士學位論文水利機械廠研製的bjy 40型混凝土邊墻擠壓機進行固坡施工，其混凝土配合比為：水泥80kgb 』 ，砂651kgb3 ，小石1449kgb 』 ，砂率31 ，水灰比1
  15. Some problems and difficulties urgently to be solved in seismic research of high concrete arch dams were reviewed, including to find simple and practical methods for comprehensive analysis of dam foundation, dam body, and reservoir water, to work out rational safety evaluation criteria for high arch dams, to study the dynamic behavior of the strength of concrete materials, to develop the seismic input model of the dam - site river valley, and to explore aseismatic measures

    摘要綜述能對壩基、壩身與庫水綜合分析的簡單實用方法，合理的高拱壩抗震安全評價準則，混凝土材料強度的動力特性，壩址河谷地震動的輸入模型，抗震工程措施等高拱壩抗震研究中亟待解決的問題和難點。
  16. After the engineering slope was dug, several small plastic zone the designed rock - fill dam will coming in the temporary slope, because rock - fill dam change the stress field on a small degree. but a gravity dam will arouse a great area of plastic zone in the permanent slope, which will bring a stability problem. after detail and depth study, the rock - fill dam project is more compatible of the engineering geology condition in nuozadu hydraulic - power station ' s dam site

    工程邊坡開挖后，擬定的堆石壩方案由於嵌入淺，應力的調整有限，塑性區主要分佈在壩頂高程附近的較小范圍內；而擬定的重力壩方案，由於嵌入深，引起了一定程度的應力調整，邊坡巖體表層產生了鬆弛變形，塑性區主要分佈在壩頂高程到坡頂前緣（永久邊坡）的v ivb類巖體分佈區。
  17. The conclusion reduced from study on the engineering geological problems of tanzitian reservoir dam - site and banks based on the data from field investigation and test, are basis for tanzitian reservoir design

    根據室內外大量調查測試資料，對重慶市豐都縣彈子臺水庫特殊的工程地質問題，進行了闡述和深入系統分析，所得結論為該水庫的論證和設計提供了依據。
  18. Adaptability of dam filling with season and coordination among construction diversion, flood discharge and the whole construction schedule should be taken into consideration. the choose of dam site, layout of the multipurpose project, design of concrete faced rockfill dam, construction and prototype observation are covered in this paper

    如在混凝土面板的抗凍耐久性、墊層材料防滲和凍脹特性、壩體填築與季節的適應性、導流和度汛與總體進度的協調等方面，寒冷地區混凝土面板堆石壩均有其獨特之處。
  19. Systematic pre - study of these problems is very important for selection of dam site, lay out of engineering project, timelimit, cost and safety, etc

    系統深入地開展這些問題的研究，將對選壩、工程布置、工期、造價和施工運行安全以及巖體工程地質力學理論的發展都有十分重要的意義。
  20. There are seven accumulated bodies at the dam site of shoufengying hydroelectric station on wujiang river of which the origins are collapsing, creeping, cracking, crumbling, sliding and the intermixing of them

    摘要烏江索風營水電站壩址區分佈有7個堆積體，其成因有崩塌堆積、蠕變拉裂崩解堆積、塌滑堆積及混和堆積等。
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