universal coefficient formula
- universal coefficient formula的基本解釋
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萬有系數(shù)公式
- 更多網(wǎng)絡(luò)例句與universal coefficient formula相關(guān)的網(wǎng)絡(luò)例句 [注：此內(nèi)容來源于網(wǎng)絡(luò)，僅供參考]
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The main works of this paper are as follows.First, according to the three-step method, 1-D unsteady flow model in river network is introduced. A new topological structure is presented to describe and store the topology information and data in river network ,which realises the connection between GIS and the numerical program of hydraulic calculating and turns the program into a universal one .A new formula of internal boundary conditions with double-recursion algorithm is deduced, and the relationship of recursive coefficient between imaginary channel length and non-imaginary channel length is presented ,which makes sure that the model can comprise the numerical simulation of the internal boundaries such as side pipe outflow ,barrage, slice gate and drainage pump station.
主要工作如下：(1)根據(jù)三級解法建立了一維河網(wǎng)非恒定流模型国模高清，并提出了一種新的數(shù)據(jù)結(jié)構(gòu)來描述和儲存河網(wǎng)拓撲信息免费看黄片男人玩女人逼黄片，方便了GIS平臺和數(shù)值計算程序的銜接美国一级AA大片免费观看，實現(xiàn)了三級解法程序的通用性欧美肥妇午夜视频；從河段方程組出發(fā)黄色视频高清免费无码，根據(jù)虛設(shè)河段法推導(dǎo)出了內(nèi)邊界條件的雙追趕法公式美洲性爱视频，指明了虛設(shè)河段的追趕系數(shù)和非虛設(shè)河段追趕系數(shù)的關(guān)系毛片黄色黄片.COM，從而使模型可以模擬集中旁側(cè)入流国产迷晕漂亮大学生久久999、堰特级毛片全部免费播放在线、閘、水泵等內(nèi)邊界對行洪過程的影響AⅤ精品视频在线观看。
- 更多網(wǎng)絡(luò)解釋與universal coefficient formula相關(guān)的網(wǎng)絡(luò)解釋 [注：此內(nèi)容來源于網(wǎng)絡(luò)，僅供參考]
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universal coefficient formula：萬有系數(shù)公式
universal class 全類 | universal coefficient formula 萬有系數(shù)公式 | universal coefficient theorem 萬有系數(shù)定理