壅水水位 的英文怎麼說

中文拼音 [yōngshuǐshuǐwèi]
壅水水位 英文
banked up water level
  • : 動詞1 (堵塞) stop up; obstruct2 (把土或肥料培在植物根上) heap soil or fertilizer over and aro...
  • : 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...
  • : Ⅰ名詞1 (所在或所佔的地方) place; location 2 (職位; 地位) position; post; status 3 (特指皇帝...
  • 水位 : stage; water level
  1. The value of correction coefficient of kinetic energy increases as a result. the water surface profiles of flume experiments are computed by three different methods : adjusting the local head loss coefficient, deduction of backwater area, and application of backwater expression

    隨后結合實測資料,通過採用調整局部頭損失系數、扣除回面積以及公式等不同的面曲線計算方法對實驗槽一維面曲線進行計算。
  2. 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

    淮河入海道河口段值橫向分佈相差無幾,而流速的橫向變化較大,泓灘平均流速差最大可達一倍以上,在現有的分流口設計條件下,若按設計的南北汊分流比,南分流口有現象發生,如果南汊分流增大到800m ~ 3 / s左右時,則流較為通暢。
  3. Its backwater, due to bridge constrictions, is different from that of alluvial channels

    建橋后,由於橋斷面壓縮而導致的與一般沖積河流不同。
  4. Comparison of water level between measured and computation shows that the local head loss coefficient cannot give head loss by spur dike completely, and the effective area of passage is difficult to be ascertain. for this reason the two methods for water surface profile computation cannot predict the raise of water level upstream the spur dike accurately

    計算結果表明,局部頭損失系數並不能完全反映出由於丁壩阻擋所帶來的頭損失,而丁壩附近的有效過面積難以準確地確定,這些導致前兩種方法均不能很好地計算出丁壩上游高值。
  5. Article 26 for those bridges, approaches, wharves and other engineering structures across a river which seriously intercept or block water, the water conservancy administrative department concerned may, according to the flood control standards, report to the people ' s government at or above the county level that will, within the scope of powers provided by the state council, order the construction unit to rebuild or dismantle them within a time limit

    第二十六條對、阻嚴重的橋梁、引道、碼頭和其他跨河工程設施,根據防洪標準,有關行政主管部門可以報請縣級以上人民政府按照國務院規定的權限責令建設單限期改建或者拆除。
  6. Flanged steel rising pipes for raising of water - nominal diameter 50 to 200

    高用鋼製法蘭提升管.工程直徑dn 50 - dn 200
  7. The experiment data shows that the region with large surface gradients in longitudinal and horizontal direction locates at the vicinity of spur dike. backwater appear upstream the spur dike, and there exist a recirculation area at the same side downstream the spur dike

    實測資料表明流縱橫向比降大的區域於丁壩上下游附近,在丁壩的上游出現,下游存在有收縮區和恢復區,離丁壩越遠縱橫向的變幅越小。
  8. By comparing and analyzing the measured water level, three - dimensional velocity distribution and turbulent character around the bridge location, the calculation method for the backwater of skew bridges is improved and the reduction factor of block water width is presented

    通過對橋附近的實測流三維流速分佈及紊動特性的比較分析,改進了計算斜交橋的方法,並給出阻寬度折算系數。
  9. After the flood discharges in 1995, parts of downstream channel is silted up in taiping wai powerstation. it raises the water lever, and decreases the work of generating unit

    由於太平灣電廠尾河道在遭遇大洪後部分河床淤積,高了電站的尾,影響機組出力。
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