unit width中文是什么意思

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中文翻譯
造句

單位寬度

unit n. 1.個(gè)體，一個(gè)，一人。 2.(計(jì)值、組織、機(jī)構(gòu))單 ...
width n. 廣闊；寬度；幅度；(布匹的)門面；幅員；廣博。 1 ...
discharge of per unit width 單寬流量
discharge per unit width 單寬流量
tape width switch unit 帶寬轉(zhuǎn)換機(jī)構(gòu)
unit of exit width 單位出口寬度
unit track width 單位磁跡寬度
automatic coil width centering unit 鋼卷寬度自動對中裝置
total load discharge for unit width 單寬輸沙率
in width 寬度方向上
in-width 博采式
width n. 廣闊；寬度；幅度；(布匹的)門面；幅員；廣博。 12 feet in width 闊 12 英尺。 width in the clear 【林業(yè)】除皮直徑。
elbow width，forearm width 肘寬
acce width 存取位數(shù)
access width 存取寬度; 存取位數(shù); 訪問寬度
across width 背寬; 肩寬
aggregate width 總寬度
angular width 角幅; 角開度; 角寬度
aperture width 開口度; 孔徑寬度; 篩網(wǎng)孔凈寬
application width 撒藥寬度
armhole width 袖籠寬
armpit width 腋下寬
back width 背寬; 后面寬度
band width 頻帶寬度,波段寬度; 頻率寬度; 譜帶寬度; 通帶寬度
bandpass width 帶通寬度

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例句與用法

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(shè)計(jì)穩(wěn)定系數(shù)1 . 15時(shí)，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(yàn)驗(yàn)證了消能的理論分析,計(jì)算了新增設(shè)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?jǐn)?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(jié)果表明，產(chǎn)流時(shí)間和降雨強(qiáng)度之間存在冪函數(shù)關(guān)系，與單寬輸沙率之間存在線性關(guān)系，單寬輸沙率與單寬流量之間亦存在線性關(guān)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(yàn)資料，分析了膜孔灌溉特點(diǎn)和灌水技術(shù)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(guān)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(jì)算了新增齒墩設(shè)施的消能量，同時(shí)計(jì)算了新增齒墩設(shè)施的躍后水深、水躍長度和單寬水躍容積減少的百分?jǐn)?shù)。結(jié)果表明，采用齒墩設(shè)施，可增進(jìn)消能作用，并取得顯著的經(jīng)濟(jì)效益，達(dá)到附加射流水躍理論所預(yù)期的效果。
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(shè)施的躍后水深、水躍長度和單寬水躍容積減少的百分?jǐn)?shù)，估計(jì)新增設(shè)施的經(jīng)濟(jì)效益，并通過模型試驗(yàn)驗(yàn)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(fù)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(jié)合清水極限平衡沖刷實(shí)驗(yàn)進(jìn)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(yīng)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(yàn)，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(jìn)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(jī)理。

其他語種釋義

unit widthとは意味：単位幅｛たんいはば｝

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