unit width造句
例句與造句
- The most residual slide force of unit width is 9020kn / m ( iii - iii section ) when stability coefficient is 1 . 15
四道溝滑坡滿足設計穩(wěn)定系數(shù)1 . 15時,最大單寬剩余下滑力9020kn m ( -剖面) 。 - Uning the experimental data , the dec r eased percentages of conjugate depth , length of hydraulic jump or unit width hydr a ulic jump volume with the increased dissipated energy facilities are calculated
并通過模型試驗驗證了消能的理論分析,計算了新增設施的消能量、躍后水深、水躍長度或單寬水躍容積減少的百分數(shù)。 - The results show that there is a power function relation between rainfall intensity and runoff duration and a linear relation between rainfall intensity and sediment transport rate of unit width , and we find the experienced coefficient of above relations through regression analysis
結果表明,產(chǎn)流時間和降雨強度之間存在冪函數(shù)關系,與單寬輸沙率之間存在線性關系,單寬輸沙率與單寬流量之間亦存在線性關系。 - Abstract : characteristics of film hole irrigation and effects of irrigation technological parameters on ir - rigating quota are analyzed , and the relationships among discharge per unit width , hole spacing and ir - rigation quota are studied in this paper , based on field experimental data
文摘:根據(jù)膜孔灌溉大田灌水試驗資料,分析了膜孔灌溉特點和灌水技術要素對膜孔灌灌水定額的影響,研究了單寬流量與開孔率與膜孔灌灌水定額的關系。 - Using the model experiment data , the authors calculate the decreased percentage of water jump length , unit width hydraulic jump volume and the water depth downstream of the jump ; and also calculate the energy dissipation rate of dentoid baffle , it is concluded that the device of dentoid baffle can increase the energy dissipation rate of hydraulic jump theory and decrease the engineering cost
計算了新增齒墩設施的消能量,同時計算了新增齒墩設施的躍后水深、水躍長度和單寬水躍容積減少的百分數(shù)。結果表明,采用齒墩設施,可增進消能作用,并取得顯著的經(jīng)濟效益,達到附加射流水躍理論所預期的效果。 - It's difficult to find unit width in a sentence. 用unit width造句挺難的
- The economic benefits of new additional energy dissipation facilities are estimated in terms of the decreased percentage of the sequent depth of hydraulic jump and length of jump , or the capacity of hydraulic jump under the unit width . the additional flow hydraulic jump theory has been demonstrated by model tests
文中用新增齒墩設施的躍后水深、水躍長度和單寬水躍容積減少的百分數(shù),估計新增設施的經(jīng)濟效益,并通過模型試驗驗證了附加射流水躍消能的理論分析。 - Abstract : through the theoretical liquid dynamics complex study to the bridge pier and abutment circling flow , this paper related with bridge abutment maximum clear water equilibrium scouring experiment ? s analyses has made out the bridge abutment ? s velocity circulation , maximum flow capacity per unit width , and the maximum part scouring depth counting method
文摘:對不可壓縮理想流體橋臺平面繞流復勢研究,確定橋臺繞流流速環(huán)量和橋臺極限繞流流量,并結合清水極限平衡沖刷實驗進行橋臺最大局部沖刷深度的理論探討 - Current . in order to make diffluent piers with low ridge to be popularized and applied , the surface wave of low fr . current is chosen as the research object . we measure the surface wave elements and the velocity distribution of various diffluent piers scheme by the experiment of physical model . we also analyze the average wave height , the the average value of the square of wave , unit width of the wave ' s energy , the probability density distribution of wave height , and the power chart character , so as to reveal the weakening wave mechanism of the diffluent piers
低fr水流的核心是波浪問題,為了低坎分流墩的推廣應用,本研究以低fr水流的表面波浪作為研究對象,通過物理模型試驗,對各種分流墩方案消能工的下游水面波浪要素、流速分布進行測試,分析低坎分流墩下游波浪的平均波高、均方根、單寬波能、波高概率密度分布及功率譜特性變化規(guī)律,從而揭示了低坎分流墩的削波機理。