逢甲學報, Band 28逢甲大學, 1995 |
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Ergebnisse 1-3 von 3
Seite 241
... approximation ) ,即忽略( 2 )式左邊慣性項及 6 )之影響,而僅 0x 考慮 S = S (即能量坡降線與渠底平行) ,以替代繁雜之動量方程式。茲將該模式對地表逕流之演算方法分述如下: 1.根據降雨强度組體圖計算降雨後之水深 D1 = D , + R , At D 、式中:雨過後之次 ...
... approximation ) ,即忽略( 2 )式左邊慣性項及 6 )之影響,而僅 0x 考慮 S = S (即能量坡降線與渠底平行) ,以替代繁雜之動量方程式。茲將該模式對地表逕流之演算方法分述如下: 1.根據降雨强度組體圖計算降雨後之水深 D1 = D , + R , At D 、式中:雨過後之次 ...
Seite 425
... approximation , the envelope functions which vanish at boundaries can be obtained from the one - dimensional Schrödinger equation , [ 35,36 ] ħ2 d2 2m * dz2 5n ( z ) + V ( z ) 5n ( z ) = £ n5n ( z ) ( 1 ) where the potential V is that ...
... approximation , the envelope functions which vanish at boundaries can be obtained from the one - dimensional Schrödinger equation , [ 35,36 ] ħ2 d2 2m * dz2 5n ( z ) + V ( z ) 5n ( z ) = £ n5n ( z ) ( 1 ) where the potential V is that ...
Seite 549
... approximations when evaluating the contribution of each additional term . From a classical control point of view , in a system we are more concerned about the variation of the dominant roots . Therefore , under the same perturbation εČ ...
... approximations when evaluating the contribution of each additional term . From a classical control point of view , in a system we are more concerned about the variation of the dominant roots . Therefore , under the same perturbation εČ ...