河流分汊口 的英文怎麼說

中文拼音 [liúfēnchàkǒu]
河流分汊口 英文
river forks
  • : 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...
  • : 分Ⅰ名詞1. (成分) component 2. (職責和權利的限度) what is within one's duty or rights Ⅱ同 「份」Ⅲ動詞[書面語] (料想) judge
  • : 名詞(分支的小河; 水流) branch of a river or current
  • : Ⅰ名詞1 (人或動物進飲食的器官; 嘴) mouth 2 (容器通外面的地方) mouth; rim 3 (出入通過的地方) ...
  • 河流 : rivers; stream
  1. Though the water levels cross one section are almost equal, the velocities differ greatly. at the some cross - section, the velocity in the in the quirk may be double as that on the floodplain. the water surface will rise hi the southern branch because of the improper diffluence ratio, if using the designed diffluence col

    入海水道段水位值橫向佈相差無幾,而速的橫向變化較大,泓灘平均速差最大可達一倍以上,在現有的設計條件下,若按設計的南北比,南有壅水現象發生,如果南增大到800m ~ 3 / s左右時,則水較為通暢。
  2. Through checking computations, it was shown that the analogue accuracy of the model was quite high, which can provide important basis for scientific decision - making on engineering measures. through analogue calculation and analysis of many regulation schemes, it was shown that combining the diversion weir works with the bed fixing works at the south branch is reasonable and feasible in the implementation of loushuikouzi river regulation works. in addition, it is suggested that the bed fixing works at the south branch should adopt the improved compound section scheme

    經對多個整治方案的模擬計算與析,表明漏水道整治採用魚嘴工程和南固床工程相結合的整治工程措施是合理可行的,通過模型計算研究還提出了南固床工程採用復式斷面形式的改進方案建議,該方案保證了南枯期通航和不斷,而且對南及撫遠鎮的保護具有正面作用。
  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,該區域可以處于沖刷狀態; ( 2 )從泥沙沉積配的過程來看: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 )在門處,影響泥沙沉淤的因素主要集中在潮汐頂托、門逐漸加寬、、鹽水造成絮凝等,本報告主要對門加寬,門西妥理工大學工程碩士專業學位論文漢對道淤積的影響進行了定量析: (一扣根據實測資料首次建立了路泥沙沉積配的回歸計算式,據此可以預估計算不同區域泥沙的沉淤量; 、 5 )本項研究首次論證了三角洲岸線動態平衡的概念,並建立了黃來沙量與造陸面積的相關關系,得出了當多年平均來沙量維持在3 . 45億t時其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. Using the 1 - d rivernet model calculates the water discharge ratio of the two branches and also duplicates the back - flow in the north branch during flood tide. the 2 - d model with a fine grid is applied to the field of flow in the changjiang estuary and the results are well in agreement with the measured flow

    同時利用網模型對長江段進行一個月的水模擬,並獲得了長江南北支比,復演出北支漲潮時水體倒灌轉現象,解決了網模型用於道潮汐水模擬的問題。
分享友人