河流沖刷 的英文怎麼說

中文拼音 [liúchōngshuā]
河流沖刷 英文
stream erosion
  • : 1 (天然的和人工的大水道) river 2 (指銀河系) the milky way system; the galaxy 3 (特指黃河) t...
  • : Ⅰ動1 (液體移動; 流動) flow 2 (移動不定) drift; move; wander 3 (流傳; 傳播) spread 4 (向壞...
  • : 刷構詞成分。
  • 河流 : rivers; stream
  1. The movement types of debris flow, erosion shapes, results of confluence and deposition character in the conflux are summarized in this paper. the process of debris flow converging into main river is also presented

    本文系統地總結了泥石與主的運動方式、形式、匯結果和沉積特徵,闡述了泥石匯入主時的運動特點。
  2. What ' s more, we put forward some experienced formulas on the basis of the cortical analysis. the result of the research show that by installing diffluent piers with low ridge, we can eliminate the root of oscillatiny water jump, perfect the energy dissipation effect of water jump, also, we can improve the flow condition of down - stream. the fact that the main flow of down - stream is in the middle, not only effectively lower the speed of the bottom flow in the ridge rear, alleviate the erosion to the river bed, but also avoid the heavy wave resulted from the main flow in the surface, thus improve the surface wave of down - stream obviously. we can work out the body style parameters of diffluent piers with low ridge according to the project flow condition and experience formulas, and then reckon the down - stream surface wave condition for the protected building of the down - stream bank

    研究結果表明:設置低坎分墩后,消除了擺動水躍水舌擺動的根源,提高了水躍的消能效果,改善了下游水態。下游水體的主在中部,既有效的降低了坎后水速,減輕水床的,又避免了主位於表面導致波浪過大的結果,下游的水面波浪明顯得到削減。依據經驗公式,可根據工程水條件設計出低坎分墩的體型參數,進而估算出下游沿程的水面波浪,為下游岸邊的砌護提供依據。
  3. Study achievement appears as following aspects : ( 1 ) yellow river estuary gate river flow and tide flow mixed area is not keep standing deposition status, on special income water and sediment conditions, boundary conditions and oceanic power conditions, this area may on the scour status ; ( 2 ) observed from estuary sediment deposition distributing process : delta and sea offing area sediment deposition vary trend is similar, each part sediment deposition scale varies as wave shape ; ( 3 ) on estuary gate, affect the sediment deposition factors, primary factors are tide prop, the gate widens gradually, estuary gate have branches, brine induced flocculation. this paper study the estuary gate widen, estuary gate have branches to affect the river channel deposition in quantity ; ( 4 ) based on field measured data, for the first time, deduce the estuary sediment deposition and distributing regress formula which can estimate estuary different areas sediment deposition volume ; ( 5 ) this subject demonstrate the estuary delta coastline dynamic balance conception, build the relationship between the estuary income sediment with deposition land area, draw the following important conclusion : when estuary years - averaged income sediment keeps at 345 million tons, the delta coastline may on the dynamic balance status. ( 6 ) this subject firstly brings up estuary sediment optimized control conception, and has the primary study on the macroscopically optimized control conception method

    研究認為: ( 1 )黃口口門逕潮汐區域並非持續保持淤積狀態,在特定的來水來沙、邊界條件和海洋動力條件下,該區域可以處于狀態; ( 2 )從口泥沙沉積分配的過程來看:三角洲與濱海區泥沙的沉積變化趨勢是基本一致的,各部位的泥沙沉積比例變化基本呈波動狀態,且三角洲與濱海區泥沙的沉積比例與來沙量密切相關,基本成正比關系; ( 3 )在口門處,影響泥沙沉淤的因素主要集中在潮汐頂托、口門逐漸加寬、口門分汊、鹽水造成絮凝等,本報告主要對口門加寬,口門西妥理工大學工程碩士專業學位論文分漢對道淤積的影響進行了定量分析: (一扣根據實測資料首次建立了路泥沙沉積分配的回歸計算式,據此可以預估計算口不同區域泥沙的沉淤量; 、 5 )本項研究首次論證了口三角洲岸線動態平衡的概念,並建立了黃口來沙量與造陸面積的相關關系,得出了當口多年平均來沙量維持在3 . 45億t時其口三角洲岸線則可能處于動態平衡狀態的重要結論; 『 6 )本項研究首次提出了口泥沙優化調控的概念,並對其宏觀優化調控模式進行了初步探討。
  4. Stream and river control works may have a serious local influence on accelerating channel erosion.

    控制工程對加速有嚴重影響。
  5. In order to eliminate the hidden trouble caused by storm runoff erosion, the mechanism of the storm runoff erosion on the slope surface of the yellow river dykes has been studied in this thesis. through the simulation rainfall experiments and field observations, the formation mechanism of storm runoff scouring, rills and sockets have been opened up. meanwhile the possible control measures have been suggested

    為了防治黃大堤由於暴雨徑造成的不安全隱患,本文針對黃大堤上的暴雨徑侵蝕進行了實地設站觀測及室內模擬降雨侵蝕試驗,通過揭示大堤暴雨過程機理,查清水溝、水穴(浪窩)等的成因,提出相應的防治對策。
  6. The main conclusions are as follows : the hco3 - ion content of zhujiang river changes notably in one hydrological year, especially in wet season and dry season. as for the content of inorganic carbon, that of the xijiang river is the highest, then the beijiang river, and then the dongjiang river. the xijiang river ' s inorganic carbon source was major from karst process in the drainage basin

    得出如下的結論:珠江水體hco _ 3 ~ -離子含量在一個水文年中發生顯著變化,特別是豐水期與枯水期之間波動幅度較大;無機碳含量西江含量最高,其次是北江,東江最低;西江無機碳主要來源於巖溶作用,由於受河流沖刷效應影響,豐水期hco _ 3 ~ -離子含量升高;東江域無機碳主要來源於硅酸鹽巖的碳酸鹽風化過程,豐水期hco _ 3 ~ -離子含量無顯著變化;北江無機碳來源於巖溶作用和硅酸鹽巖的碳酸鹽風化過程,受稀釋效應影響,無機碳含量隨水量增加而降低。
  7. In order to understand the characteristics and mechanism of flow washout for the crevice of core wall in earth - rock dam, according to the exemple of crack washout test for the core of heihe dam, constant water level washout test and changing water level washout test are adopted differently, the process of test and the character of the flow washout for the core crack are gone into particulars

    摘要為了解水作用下反濾層對土石壩心墻裂縫發展保護作用的特點和機理,以黑土石壩心墻裂縫試驗為例,分別採用常水頭和變水頭兩種方法,探討了土石壩心墻裂縫在水過程中的特點。
  8. This paper summarize the estuary sediment management methods also, analyze and the following aspects and give evaluations : estuary dredging and lead the flow, lead water to scour the river channel, build the xihekou reservoir, estuary gate deposition management, dike reinforced etc

    本文還對口泥沙的處理途徑和措施進行了概括總結,對口疏浚與導、引海水道、建設西口水利樞紐、攔門沙治理、人工有計劃改道和出漢、加高堤防和加固防護工程和挖固堤工程等進行了分析評價。
  9. The river banks were hollowed out by rushing water.

    岸由於而成空洞。
  10. Many geological and hydrological factors of the river section, where the yellow river water intake engineering is laid out, such as the capacity of the reservoirs along the river section upstream and downstream, the rate of the flow discharge, the erosion and silt of the watercourse, the form of the riverbed and the water current, ice tuck, the convergence of the upstream branches of the river section, flood crest, sand crest size, the capacity for flood discharge of the watercourse, the effect of flood control structure around and the impacts on surrounding environment and the third person " s legitimate rights and interests, should be considered

    取水工程的布設要考慮工程所處段的地質水文等諸多因素。如該段上下游水庫的庫容,泄水量、、淤積、床形態、水形態、冰塞、段上游的支匯入、洪峰、沙峰的大小、道行洪能力的大小、周圍防洪工程的影響及對周圍環境和第三人合法權益的影響等等。
  11. During the pleistocene epoch the area that is now tso - chen was repeatedly covered and uncovered by the sea, and the fossilized remains of many organisms were preserved in the sediments that were laid down. today, after each heavy rain the bed of tsailiao creek is left covered with large numbers of fossils

    左鎮的菜寮溪域,由於更新世時為海親海退相互間發生的不安定環境,造成大量死亡的生物形成化石沉積,每逢豪雨,菜寮溪床上即散布大量的古生物化石。
  12. The river has washed the images clean, made them into smooth stones for him to examine without pain or passion : ripped skin and crushed bone, the walls of a body and walls of stone surrounding him, tendrils of light consoling him and murmuring that a bird settled on a branch needs to fly to know the river ' s path

    水的,使印象變得愈發清晰,他們被帶到了光滑的石堆里,而他則無痛且平靜的體會著:渾身皮開肉綻,被人和石頭環繞著,捲曲四射的光亮物體安慰著他,喃喃道:棲于枝頭的鳥,只有凌空飛翔,才能知道的行徑。
  13. Based on the analysis of satellite images of various periods, landform data and river channel transverse section evolution in the lower yellow river, the characteristics of the river channel boundary condition changes at different location are clarified as middle flood channel flood transport width and area are evidently decreased especially for the main channel with comparison to 1950s, beach area that is unimpeded before become blocked because of road, irrigation channel constructed on it, and consequently intensify high edge of beach and lowering dyke and river

    在現場查勘的基礎上,通過對丹江口水庫和小浪底水庫攔沙初期下遊道演變、排洪能力變化特點的對比,分析了黃下游防洪面臨的新形勢:小浪底水庫攔沙初期,下遊道發生,但艾山以下窄淤變化不大,近年來形成的淤積萎縮的狀況難以很快改觀,游蕩性段調整劇烈,工程出險機遇增大,道水位量關系中水量以下部分同量水位明顯降低,中水量以上部分水位降低幅度可能會明顯偏小,防洪形勢仍不容樂觀。
  14. 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床,丁壩最大坑水深為10 ? 13米,個別受主持續頂?的丁壩,最大坑水深可達20米。
  15. Neighbors say the remainder inevitably gets washed into the river. but the real culprits are the residential houses along the riverside. waste water from the bathroom and kitchen flows directly into the river, some even spouting from a second floor pipe

    民眾說污染物不可避免地,就會到湖裡,不過真正被控犯罪的人,卻是住在沿岸的百姓,從浴室和廚房來的臟水,直接裡,有些更誇張,還從二樓屋頂隔空排放。
  16. All negative landforms, which are shaped by flood - dominated current, such as souring hole, scouring channel and flood channel, are belong to the study area of flood channels

    通過以上的研究認為口漲潮槽的概念應該有更為廣泛的含義,包括口一切由漲潮作用為主形成的負地形,如漲潮坑,漲潮槽和漲潮水道等,漲潮槽的特徵應該保持多年。
  17. It shows that the water level in the definite reach is lower than that with same discharges before dredging river, the surface slope on upper reaches dredged is enlarged and deposition load on bed is reduced or eroded

    主要表現在可以引起一定范圍段內的水位較挖前同量下有所降低,開挖上遊段水面比降增大,床面淤積量有所減少或發生
  18. Alluvial soil a type of soil formed on river floodplains and deltas, where new sediment is deposited on the land during floods

    積土:在漫灘和三角洲地帶由洪水泥沙沉積而形成的土壤類型。
  19. ( 5 ) lowing down the dam body will reduce the digging deep of the stilling basin, decrease the velocity of flow on the dam body and cut the difficulties of

    但下遊床的加大,防護工作增加。降低壩體可以減小消力池的挖深,降低壩面速和壩面的防護難度。
  20. The gold, washed down the mountain by the river and left in the riverbed near patu, kept on coming

    從山區下來的金子,沉積在八堵附近的床中,源源不絕。
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