坑水 的英文怎麼說

中文拼音 [kēngshuǐ]
坑水 英文
effluent
  • 水 : 名詞1 （由兩個氫原子和一個氧原子結合而成的液體） water 2 （河流） river 3 （指江、河、湖、海、洋...
  1. The measured adit water temperature verifies the predicted results and the system behavior proves desirable

    系統運行后，坑道水溫度變化實測數據基本驗證了預測結果，系統運行效果良好。
  2. The characters and reasons of easily destroyed asphaltum road was mainly discussed in this paper. then some prevention and cure measures was proposed to improve the quality of road construction

    摘要瀝青路面易損病害易發生在水泥混凝土加鋪瀝青混凝土、地勢坑凹多雨水、斜坡、轉彎及十字路口、公交站等路段。合理設計路面結構、加強瀝青路面防水設計、嚴格控制施工質量是瀝青路面易損病害的主要防治措施。
  3. Not far from leng shui keng is chutzuhu " bamboo lake ", where a lake was created in prehistoric times when a volcanic eruption sent debris rumbling into a valley, where it dammed up a stream. chutzuhu in recent years has become noted for its many flowers, especially the calla lilies that bloom every year from december

    冷水坑附近的竹子湖是火山堰塞湖，近來成為花卉栽種區，每年的十二月起是海芋盛開的季節，朵朵素白色的花朵在錯落的梯田上形成一片花海，一陣淡淡的霧氣飄過，疑似人間仙境。
  4. ( 3 ) distill the environmental geologic factors and analyzes their harmness and reasons mainly analyzes the status in quo, reason, distribution, harmness and defend for the falls, surface sink, mine suddenly water, landslip, castoff, etc. ( 4 ) evaluate the probability of the geology calamity take use of the method of factors and coverage union to evaluate the probability of the geology calamity, and then plot out the high, middle and low probabilit

    （ 3 ）提取環境地質因素並進行分析其危害及成因利用提取的要素、數字地面模型和屬性數據庫及常規資料重點分析了構造、塌陷、礦坑突水、崩塌、廢棄物、地下水疏干區等要素的現狀、分佈、成因、危害及防治。 （ 4 ）為金礦區地質災害易發性做出評價利用權重值和圖層疊加的方法對金礦區地質災害易發性做出評價，把金礦區劃分為高易發地區、中易發地區和低易發地區，針對這些地區提出治理措施。
  5. Archaeological investigations at wun yiu discovered the remains illustrating the complete process of porcelain production such as china clay quarrying pits, water - mills, animal - driven grinder, clay soaking tanks and dragon kilns. they all are important cultural heritage of hong kong

    碗的考古調查，發現從采礦到入裝燒各項工序的遺跡，包括礦坑、水碓作坊、碾磨作坊、淘洗池及等，均是香港重要的文化遺產。
  6. Influence of seepage on water and earth pressure in foundation pit

    滲透對基坑水土壓力的影響
  7. Massive mining drainage has been discharged from zibo mines, shandong province. it flows downslope or along channel and finally discharge into the xiaofu river. mining drainage lowered the ph value, raised the hardness and the contents of so

    山東淄博煤礦每年排出大量的礦坑水，它們多是隨地漫流或沿渠流動，最終排入孝婦河。
  8. Study on influence and application of water resources caused by water in mine pit in zichuan district of zibo city

    淄博市淄川區礦坑水對水資源的影響與應用研究
  9. Taking maluping mine, kaiyang phosphate ore zone as an example, change of mine water amount, its evolution process and law of correlated factors to crush into the pit due to ground surface crack with increases in mining depth, are descryibed

    摘要以開陽磷礦區馬路坪礦為例，描述其礦山隨著采礦深度的增加造成地表開裂變化及其礦坑水的水量變化和潰入礦坑的相關因素的演變過程和規律。
  10. Through theoretical computation and experimental observation, it is put forward that the maximal depth of the scoured pits of the embankment is from ten to thirteen meters, and for several pits whose top are rinsed by main flow continuously, their scoured depth have reached twenty meters

    經過理論計算和試驗觀測研究，提出了仁存渡以下沙質河床，丁壩最大沖刷坑水深為10 ? 13米，個別受主流持續頂?的丁壩，最大沖刷坑水深可達20米。
  11. Because shou mining early, that the old " tin hang, sump, mountains, " refers to the end of tin mine, water jian, the cave mining ores, in 1500 after the mining, the emergence of a variety of as many as 100 scores

    因為壽山礦區開採得早，舊說的「田坑、水坑、山坑」 ，就是指在此礦區的田底、水澗、山洞開採的礦石，經過1500年的採掘，涌現的品種達百數十種之多。
  12. From chixingshan, datongshan to shamaushan system, in total, we collect 16 places ground water and surface water. they are mainly takengxi water source, lujiaokeng water source, yangyi and yangsan water sources of yangmingshan and waisuangxi water source. they supply raw water for the tap water of highland area residents in shilin, tienmu, yangmingshan, beitou and suangxi and supplied water to a population more than 50, 000 and with wide coverage

    從七星山大屯山到紗帽山系，總共匯集了16處地面水及地下湧泉，主要包括大坑溪水源鹿角坑水源陽明山第一第三水源及外雙溪水源，供應士林天母陽明山北投雙溪等高地區民眾用水，供水人口超過5萬人，涵蓋范圍甚廣，其重要性不容忽視。
  13. During the excavation of foundation pit, due to the wide variation in water lever, the huge head fall should result in drastic flow of the ground water, which will bring about a full influence on the deformation of the retaining wall and on the surrounding structures in a large - scale range

    在深基坑開挖過程中，需大幅度降低基坑水位，巨大的水頭差將使得土體孔隙中的水運動趨向激烈，從而影響到基坑支護結構的變形，並由此對較大范圍內的鄰近地段的安全產生影響。
  14. In order to avoid short supply at the semi - highland in yangmingshan area, it is planned to increase distribution basin and boost station, supplement with the water supply from lowland. this will be aided with increased coagulation sedimentation facilities at lujiaokeng water source to maintain water supply quality during heavy rainfall period resulted high turbidity raw water, to upgrade the supply quality at highland to attain the target of " sufficient quality supply fro customer satisfaction "

    為免枯水期陽明山次高地區水源不足，未來規劃增設配水池及加壓站，以平地水源上送調度補充，並增建鹿角坑水源的混凝沉澱等前處理凈水設備，以穩定暴雨原水高濁度時的供水水質，持續以質優量足顧客滿意為目標，致力提升高地供水品質。
  15. A new calculation chart of water - earth pressure on foundation pit considering groundwater seepage

    考慮地下水滲流的基坑水土壓力計算新圖式
  16. In this paper a date from some real projects are used to analyse the facors that will affect the energy dissipation and erosion prevention. such as flood discharge across the cofferdam, crest elevation, downriver cofferdam, roughness coefficient and the gradient of the surface of dam, and so on. in this paper, the program based on hydraulics is checkout by the tankeng waterpower project in zhejiang. the results prove that this program can be used to design any project where there is no obvious side shrinking phenomena

    本文結合工程實際對影響圍堰和壩體消能防沖的各種因素，包括過堰流量、壩面高程、下游圍堰堰頂高程、壩面糙率、壩面坡度等進行了分析，並藉助水力學知識和計算機語言編寫了圍堰和壩體的優化計算程序，並利用浙江灘坑水電站工程對所提出優化計算程序進行了驗證，證明了該程序在沒有明顯的側收縮的影響下，計算結果與實際情況較為吻合。
  17. This paper discusses the basic principle and method of the design of the retaining structure with account into deformation controlling by analyzing the relationship between horizontal displacement, vertical subsidence, and basement uplift, by studying the mechanism of the deformation on retaining structure and the influencing factors. the author also provides a method for predicting the displacement of retaining structures by means of neural network

    本文在總結深基坑工程設計與施工實踐的基礎上，提出了基坑支護設計方案優選方法，以變形控制為主對基坑支護設計方法進行了探討，分析基坑水平位移、垂直沉降與基底隆起的有機聯系，總結分析了影響圍護結構變形的影響因素，闡述了變形控制設計的基本原理與主要內容。
  18. Precision analysis and data processing for coordinate method monitoring horizontal displacement of foundation pit

    坐標法監測基坑水平位移的精度分析及數據處理
  19. In this article, geotechnical engineering numerical analysis program flac4. 0 is used, working mechanism and main influential factor of composite soil nailing system with step excavation was calculated in detailed, contain distribution and influential factors of axial force and the max axial force in soil nails ; the variation of axial force in anchors ; the variation and influential factor of foundation pit horizontal displacement, ground surface settlement, ground surface horizontal displacement and rebound deformation

    本文採用巖土工程數值分析軟體flac4 . 0 ，對樁錨復合土釘支護在分步開挖下的工作性能和主要影響因素進行了詳細的計算，分析了土釘軸力和最大軸力的分佈規律、影響因素;錨桿軸力的變化規律;基坑水平位移、地表沉降、地表水平位移和坑底隆起的變化規律以及影響因素的敏感程度。
  20. Some buildings were originally installed with toilets that made use of subterranean or stream water and owners of these buildings found it extremely difficult to change to seawater because substantial changes were required to the existing plumbing and other ancillary structures. these modifications were expensive therefore owners did not accept them

    至於原來已設有利用地下水或山坑水作排污用途的建築物，除需將原有沖水設施改裝外，輸送海水的管道及其他配套設施，均較一般使用淡水或山坑水的管道昂貴，故多不為業主接受。
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