蓄水巖 的英文怎麼說
中文拼音 [xùshuǐyán]
蓄水巖
英文
aqueous rock-
The first power station of jinping mountain lies 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 become a stratum of strong leakage. as a result, it has been an important problem for the dam foundation to stop leakage
錦屏一級電站位於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。And we have got the following result : 1. the technique of storing water in soil in gneiss area of tai - hang mountain : the more water in soil before rain is, the less water capability of soil is, the time shorter of water flowing from soil is, the easier the water flows on the ground ; the soil capability of reserving water of different soil thickness is terrace > acacia land > pine land > grass land, so the soil is more thick, the soil capacity which contains water is more large ; the accumulated water that flows on the ground is remarkable related with the logarithms of rain time
太行山片麻巖區土壤蓄水規律：雨前土壤含水量越高，土壤可蓄水量越小，出流所需時間越短，容易形成地表徑流；不同土層厚度的土壤蓄水量為：梯田刺槐林地油松林地草地；累積地表徑流量與降雨時間的對數呈顯著正相關，擬合方程為w = a + blnt ，相關系數均大於0 . 92 ，即在降雨強度一定的前提下，降雨時間越長，累計地表徑流量越多。Trough the analysis of stabilization safety on tengzigou arch dam, some conclusions are obtained in the following : ( 1 ) tengzigou arch dam is safe under normal poll level ; ( 2 ) stabilization safety factor of tengzigou arch dam is about 4 - 5 ; ( 3 ) it is proved that combinatorial reinforcement measures are effective and feasible
對藤子溝拱壩的數值計算和模型試驗分析表明： （ 1 ）藤子溝水電站在正常蓄水位作用下，壩體和兩岸壩肩是穩定的； （ 2 ）藤子溝拱壩的整體安全度大概為4 5左右； （ 3 ）東北院提出的對左岸泥巖層挖除處理並用混凝土置換的加固除險措施經研究表明該加固措施是有效、可行的。( 6 ) conclusion was obtained by the analyzing the mechanics environment and the stability of the lanslide on the right bank after the dam built : the value of the rock mass stress increased and the tensile stress region obviously reduced, the direction of the principal stress was unchangeable the dam and the landslide were stable under the dangerous condition ( the reservoir and at the same time the earthquake was viii ), but when the water lever suddenly fell and did not think of other force, safe factor evidently reduced, the dam and the landslide will be destroyed under the most dangerous condition ( the water lever suddenly fell and at the same time the earthquake was vi ) ; the stability of the landslide will be destroyed by the horizontal thrust under the most dangerous condition or ; the physical and mechanical parameter will be reduced due to long period filter, the landslide will be destroyed too
（ 6 ）建壩工程荷載條件下河谷巖體力學環境分析及右岸古滑坡體的穩定問題分析得出：建壩后河谷的巖體應力量值明顯增高，同時左岸的張應力區的范圍及量值明顯減小，主應力的方向依然與模型的底邊界垂直；大壩建成后逐漸蓄水階段以及同時考慮本區最強地震力的作用等各種不同的工況條件時，滑坡體及壩體總體上仍處于穩定狀態；水位驟降時，在未考慮其他外力作用的情況時，滑體的安全系數將顯著降低。若考慮水位驟降及本區最大地震力的共同作用，壩體將在滑坡體下滑推力的作用下產生破壞；建壩后水平推力對右岸古滑坡體穩定性的影響分析可以看出，在最危險的工況條件下，壩體及滑坡體也將處于臨界狀態；在長期滲透變形的作用下，由於滑帶的物理力學參數的降低而有可能導致壩體失穩破壞。Abstract : analysis of coupled seepage and stress fields in the area around the dam of xiaowan hydropower station is executed by means of the model of multi - level fracture network for coupled seepage and stress fields in rock mass and the finite element method
文摘:採用巖體滲流場與應力場耦合分析的多重裂隙網路模型，對小灣水電站壩區建壩蓄水后的滲流場與應力場進行了三維有限元分析與計算。Based on a thorough investigation of the engineering geological condition for the reservoir region of the huizhou pumped storage power station, the in - situ trial pit water injection test, boring water injection test, and water pressure test were performed to study the permeability of rock and soil mass
摘要在對惠州抽水蓄能電站庫區工程地質條件進行詳細調查的基礎上，採用現場試坑注水和鉆孔注水、壓水試驗等方法了解巖土體的透水性。During the deep - hole blasting for the excavation of guishan quarry for construction of baoquan pumped storage hydropower station, the blasting powder factor and the charging concentration of the blasting powder in the rock are reasonably controlled, and then the rate of blasting chunk is greatly decreased with the reduction of the working amount of the boulder blasting afterwards in conjunction with the suitable excavator and crusher etc
摘要在寶泉抽水蓄能電站工程龜山料場開挖的深孔爆破中，合理控制了爆破單位耗藥量和炸藥在巖石中的集中度，最大限度地降低了大塊率，並結合使用適宜的開挖及破碎機械等措施，從而減少了二次爆破工作量。At last, the paper interprets the geological background of the forming of landslides, and reveals the landform, stratum, lithology and geologic structure based on the etm + image. and also, the paper interprets the location and distribution of the specific disaster bodies based on the quickbird image. through the analysis of the extracted information, the paper considers : the geologic structure of fengjie county is complex, and lithology is crashed ; the terrane in the canyon segment is fairly stable ; the terrane in some segments of the southern bank will be less stable after the water is stored, because the rock is in the same direction and is apt to slip with human project
最後在etm +圖像上對滑坡發育的地質背景進行解譯，提取了地形、地層巖性、地質構造等信息，在quickbird影像上詳細地圈定了滑坡災害體的實體位置及發育范圍，通過對所提取信息進行分析，本文認為，奉節縣地質構造復雜，巖性破碎；峽谷段巖層穩定性較好；南岸部分地段為順向巖層分佈區，人類工程活動容易誘發順層滑坡，蓄水后庫岸整體穩定性下降。Three dimensional stability analysis on surrounding rock of underground houses of xilongchi pumped storage hydro - power station
西龍池抽水蓄能電站地下廠房圍巖穩定三維非線性分析Therefor sampling is made in the reservoir area, and the samples are soaked in the simulated reservoir environment. chemical analysis is made to the soaked fluid, which shows that the reservoir water will not be worsen by the harmful material in the rock and earth, but chemical detecting shall be carried out to some elements
為此，對庫區中的巖土進行了分別取樣，並採用模擬庫水浸泡巖樣，對浸泡液進行化學檢測分析.結果表明，水庫蓄水后不會因巖土中存在有害物質造成水質惡化問題，但應對某些元素進行監測Because gray rock characteristic is asymmetric, the growth of rock dissolve is jolly unbalanced, harbour state of groundwater is very complicated, under the similar geological condition evaluation and optimization of groundwater resource is also difficult, until now there is no scientific solution to this kind of problem
由於灰巖的地質特性為非均質，巖溶發育極不均衡，地下水的蓄存狀況極為復雜，因此類似地質條件下的地下水資源評價和優化管理難度是非常大的，目前國內外尚無很好的辦法解決此類問題。It can be shown from the computation results that storage of the reservoir makes the seepage field change, and makes the effective vertical stress in rock foundation near the dam and the tensile stress in the abutment rock mass increase
計算結果可知，建壩蓄水使壩區滲流場的補給關系發生變化，且使大壩附近的壩基巖體豎向有效應力增大，也使壩肩巖體的拉應力增大。In view of very large scale of y - pipes of this project, the design of combined bearing of y - pipe and surrounding rock is adopted to decrease the difficulty of fabrication and erection
摘要西龍抽水蓄能電站岔管規模遠超過國內已建工程，為降低製作、安裝難度，考慮岔管與圍巖聯合受力設計。Although the malinan water supply project was scheduled to be completed in a month s time, the people s concerted effort shortened the work time by about half. two water towers were built - one at the river s source to collect uncontaminated spring water flowing from between the rocks, and the other on level ground conveniently accessible to the people. the water towers were connected by pipes and the water was driven by electric pumps
科塔巴托省馬里南村的供水系統，預計一個月完成，結果由於人民的全力合作，不到二個星期已近尾聲了，他們在河流的水源處做一個水塔儲蓄從巖壁流出來沒被污染的泉水，然後再到平地方便大眾提水的地方再做一個水塔，利用發電機以及大水管來和水源處的水塔連接，就這樣供水系統形成了。Qianjiangping landslide, the maximum volume sliding after the first stage of water impounding in the three gorges reservoir is a typical high - speed rocky - bedding slide, which is similar to the famous vaiont landslide in geologic structure, evoked process and movement mode
摘要千將坪滑坡是三峽一期蓄水后三峽庫岸發生的最大體積滑坡，是典型的水庫型巖質順層高速滑坡。Make use of these achievement and test data, the numerical computation of ming tomb underground power station was carried out, and its average elastic modulus and the elastic resisting force of surrounding rock were obtained
結合十三陵抽水蓄能電站地下廠房結構的振動測試資料，對其進行動力反演計算分析，得到廠房混凝土材料的平均動彈模和混凝土與外圍巖石之間的傳力形式。The method is applied to shenzhen pumped storage power plant, the regression coefficients corresponding to the in - situ stress factors are determined by fitting the stress measured values, and the initial stress field is obtained for the rock mass of whole engineering
並以深圳抽水蓄能電站為實例，通過擬合實測地應力資料獲得對應于地應力構成因素的回歸系數，並得到整個工程區的巖體初始應力場。The site at petra, jordan is fourth. it ' s famous for its 138 - foot tall temple, tunnels, water chambers, and amphitheater, all carved out of rose - colored rocks
約旦佩特拉遺址位於第四。它以138英尺高的神殿、隧道、蓄水池、和競技場聞名，所有的建築都是在玫瑰色的巖石上開鑿而成的。分享友人