泥沙年淤積量 的英文怎麼說

中文拼音 [shāniánliáng]
泥沙年淤積量 英文
annual accumulation of sediment
  • : 泥名詞1 (含水的半固體狀的土) mud; mire 2 (像泥的東西) any paste like matter; mashed vegetable...
  • : 沙動詞[方言] (搖動以清除雜物) shake
  • : Ⅰ名詞1 (時間單位) year 2 (元旦或春節) new year 3 (歲數; 年紀) age 4 (一生中按年齡劃分的階...
  • : Ⅰ動詞1 (淤積) become silted up 2 (血液不流通) (of blood) stagnateⅡ名詞(淤積的泥沙) silt Ⅲ...
  • : Ⅰ動詞(積累) amass; store up; accumulate Ⅱ形容詞(長時間積累下來的) long standing; long pending...
  • : 量動1. (度量) measure 2. (估量) estimate; size up
  • 泥沙 : [地] silt; sediment
  • 淤積 : silting-up; deposit; sedimentation
  1. 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 )黃河河口口門逕流潮汐區域並非持續保持狀態,在特定的來水來、邊界條件和海洋動力條件下,該區域可以處于沖刷狀態; ( 2 )從河口分配的過程來看:三角洲與濱海區的沉變化趨勢是基本一致的,各部位的比例變化基本呈波動狀態,且三角洲與濱海區的沉比例與來密切相關,基本成正比關系; ( 3 )在口門處,影響的因素主要集中在潮汐頂托、口門逐漸加寬、河口門分汊、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河道的影響進行了定分析: (一扣根據實測資料首次建立了河贖流路分配的回歸計算式,據此可以預估計算河口不同區域的沉; 、 5 )本項研究首次論證了河口三角洲岸線動態平衡的概念,並建立了黃河河口來與造陸面的相關關系,得出了當河口多平均來維持在3 . 45億t時其河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河口優化調控的概念,並對其宏觀優化調控模式進行了初步探討。
  2. Firstly, we account for the former made and the sand selected are reasonable by experiments. then we develop the first project carrying the experiment for filling up of 30 years. contrasted with the count, the results have no difference, we carried two experiments under different water levers by the actually facts if engineering work in early days. by the result, we know that the gross of fill up have no difference

    本文從白石水庫模型試驗入手,模型試驗首先通過模型糙率和模型選驗證試驗,說明模型製作和選是合理的;然後開展初設方案30運用水庫試驗,並與數模計算對比,基本相同;試驗結合工程初期運用實際情況,進行了兩個不同初期運用水位方案的對比試驗,從兩個方案試驗結果看,初期運用的兩個方案差別不大,而從效益看,方案二優于方案一。
  3. In 1822 summer, the thunderstorm caused zengwen river bursted and plenty silt silted anping and taijiang formed a land

    道光二(西元1822)的夏天有大風雨,造成曾文溪潰決,大于安平,臺江竟成平陸。
  4. The analyzed results are as follows : the late 1960 ' s cutoff of riverbends increased both the runoff amount and the sediment transport amount of the lower reach of jingjiang river, while the sediment deposition decreased in the lkngting lake area ; after the mid 1980 ' s, both the middle reach of yangtze river main stem and the dongting lake occurred a trend of decreasing annual sediment transport as a result of decreasing sediment releasing from the upper reach of yangtze river ; and in the recent 3 years ( 2003 - 2006 ), the three gorges reservoir first impoundment additionally reduced the sediment concentration in the middle reach of yangtze river flow with a long time, so a distance would be quite long for suspended sediment recovery, but the distance for bed - material load of suspended sediment recovery would be quite short

    分析結果表明: 20世紀60代下荊江裁彎后,三口(松滋口、太平口、藕池口)分流分減少,下荊江徑流和輸相應增加,洞庭湖減少; 80代中期以後,長江中游幹流及洞庭湖出口的呈減少趨勢,城陵磯至武漢河段河床由轉為趨向沖平衡;三峽工程初期蓄水運用后,長江中游含沿程恢復距離較長,但床質部分恢復距離相對較短。
  5. The results indicated that with the change of water and sand condition and the altitude of tongguan and the development of the industry and agriculture in recent decades, the water environment of wei river had changed largely, which were shown as follow : annual runoff and seasonal flood decreased sharply ; water stream of large discharge decreased and the range of runoff decreased greatly ; sediment load per year decreased generally, sediment concentration of water increased, and the sand silting up was serious ; water channel swung and shrank, and water regime deteriorated ; frequencies of big floods decreased obviously, and hyper concentrated flood increased obviously ; water levels of the same runoff rose universally, and the frequencies of the floods increased and aggravated ; water pollution was very serious

    結果表明,近期隨著水條件、潼關高程等的變化及工農業的發展,渭河的水環境發生了巨大變化,表現在及汛期水銳減;大流級水流出現次數減少,水減少幅度大;總體減少,河水含增大,嚴重;河道向擺動型發展,河道萎縮,河勢惡化;大洪水發生的次數顯著減少,高含小洪水明顯增多;同流洪水位普遍抬高,洪災發生次數增加,洪災加重;水質污染極為嚴重。
  6. According to the cutout charactoristic data of the lower reaches of the yellow river, and using mathematical statistcs methods, the paper analyses the correlative relations among the cutout days, cutout length and the amounts of the silt accumulation in the lower reaches of the yellow river

    根據黃河下游1972 1997斷流特徵觀測數據,應用數理統計的方法,分析了黃河下游斷流河長、斷流歷時和之間的相關關系
  7. There is sharp gradient in top and small gradient in bottom. the ability of removing flood is high in top and it is small in bottom correspondingly. sediment silt up continually, so the bed of river is jacked up year by year and become the famous river on land

    由於高,現行河道已行水140餘,山東段河床上寬下窄,坡度上陡下緩,排洪能力上大下小,在作用下,河床逐抬高,成為世界上著名的地上「懸河」 。
  8. The chung chi alumni footpath that winds along the streams has been scoured by years of rainfall and covered by quantities of sand and mud. an inspection of the banks of this stream in early 2003 showed multiple areas of collapse and the stream blocked by the resulting mud

    崇基校友徑溪流,經過長雨水沖刷,大,在2003初檢查溪流兩旁的斜坡已有多處崩塌,溪澗阻塞。
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