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オーバーロード。 PowerLawKinematicWave クラスの新しいインスタンスを初期化します。 |
![]() | The solution of power law kimematic wave model by Keith Beven's method. |
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![]() | オーバーロード。 Initialization. Uses init(String, int, String, int, int). |
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![]() | Parameter: kinematic constant a [m/sec] in Q = a*A^m |
![]() | Parameter: _cLateralIn[i] is a multiplication factor [-] to the i-th lateral inflow port _rpLateralIn[i]. |
![]() | Parameter: _cUpIn[i] is a multiplication factor [-] to the i-th inflow port from upstream end, _rpUpIn[i]. |
![]() | Parameter: time step [sec] for finite difference calculation. Time step is fixed in this calculation model. |
![]() | Working variable: length of the division. [m] _dx = _lengthOfStream / _numOfSepStream |
![]() | Parameter: tolerance level of diffrence of two consecutive caluculated discharges to stop the iteration. |
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![]() | Parameter: length of the stream segment. [m] |
![]() | Parameter: kinematic constant m [-] in Q = a*A^m |
![]() | Structural variable: number of lateral inflows. _numOfLateralIn >= 0. |
![]() | Parameter: number of divisions of the stream. [-] |
![]() | Structural variable: number of inflows from the upstream ends. _numOfUpIn >= 0. |
![]() | State variable: discharge Q [m^3/sec] ( = q * w) at current time. |
![]() | Parameter: tolerance level of diffrence of two consecutive caluculated discharges to stop the iteration. |
![]() | Working variable: discharge Q [m^3/sec] at next time. |
![]() | lateral inflow ports. Lateral inflow rate per unit length of stream will be calculated by multiplying constant _cLateralIn[i] with the value obtained from _rpLateralIn[i] |
![]() | inflow ports from the upstream end. |
![]() | Send port. Runoff discharge (m^3/sec) at the slopeend or the stream end. |
![]() | Parameter: time weighting parameter [-]. The standard value of theta is 0.5. If theta = 0, the finite difference calculation scheme becomes an explicit one. |
PowerLawKinematicWave クラス | OhymosNet 名前空間