private bool AlertBoundaryTimeChange(ref RiverSimulationProfile.TwoInOne o) { if (o == null) { return false; } if(p.IsConstantFlowType()) { //定量流時不檢查 return true; } if (p.boundaryTime == null || p.boundaryTime.GetLength(0) != p.boundaryTimeNumber) { MessageBox.Show("邊界時間尚未輸入完成", "確認", MessageBoxButtons.OK, MessageBoxIcon.Exclamation); return false; } if (!o.ArrayNull() && o.Array2D().GetLength(1) != p.boundaryTimeNumber) { //邊界時間有輸入,但與邊界時間數目不符合 if (DialogResult.OK == MessageBox.Show("改變過邊界時間數目需要重新輸入所有流況資料,請確認?", "確認", MessageBoxButtons.OKCancel, MessageBoxIcon.Exclamation)) { RiverSimulationProfile.TwoInOne.Type tp = o.type; RiverSimulationProfile.TwoInOne.ValueType vt = o.valueType; RiverSimulationProfile.TwoInOne.ArrayType at = o.arrayType; o = new RiverSimulationProfile.TwoInOne(vt, at, tp); return true; } else { p.boundaryTimeNumber = o.Array2D().GetLength(1); boundaryTimeNumberTxt.Text = p.boundaryTimeNumber.ToString(); return false; } } return true; }
private void CreateData(object d) { RiverSimulationProfile.TwoInOne o = d as RiverSimulationProfile.TwoInOne; RiverSimulationProfile.TwoInOne _d = null; Debug.Assert(o != null); if (formType == FormType.FlowQuantity || formType == FormType.WaterLevel) { _data = new RiverSimulationProfile.TwoInOne(d as RiverSimulationProfile.TwoInOne); _d = _data as RiverSimulationProfile.TwoInOne; Debug.Assert(_d != null); if (o.ValueNull() || o.ArrayNull() || (o.valueType == RiverSimulationProfile.TwoInOne.ValueType.TwoDim && (o.Value2D().GetLength(0) != colCount || o.Value2D().GetLength(1) != rowCount)) || (o.valueType == RiverSimulationProfile.TwoInOne.ValueType.ThreeDim && (o.Value3D().GetLength(0) != colCount || o.Value3D().GetLength(1) != rowCount))) { //rowCount : Q1 ~ Q5, colCount : J1 ~ J15 //_data = new RiverSimulationProfile.TwoInOne(colCount, rowCount); _d.Create2D(colCount, rowCount); _d.type = RiverSimulationProfile.TwoInOne.Type.UseValue; } } else if (formType == FormType.BottomBedLoadFlux) { _data = new RiverSimulationProfile.TwoInOne(d as RiverSimulationProfile.TwoInOne); _d = _data as RiverSimulationProfile.TwoInOne; Debug.Assert(_d != null); if (o.ValueNull() || o.ArrayNull()) { //rowCount : Q1 ~ Q5, colCount : J1 ~ J15 // _data = new RiverSimulationProfile.TwoInOne(p.boundaryTimeNumber, p.sedimentParticlesNumber, p.inputGrid.GetJ); //[T, K, J] //_data = new RiverSimulationProfile.TwoInOne(p.sedimentParticlesNumber, p.inputGrid.GetJ, p.boundaryTimeNumber); //[K, J, T] //_d.Create3D(p.sedimentParticlesNumber, p.inputGrid.GetJ, p.boundaryTimeNumber); _d.Create3D(p.sedimentParticlesNumber, p.inputGrid.GetJ, rowCount); _d.type = RiverSimulationProfile.TwoInOne.Type.UseValue; } } else if (formType == FormType.DepthAverageConcentration) { _data = new RiverSimulationProfile.TwoInOne(d as RiverSimulationProfile.TwoInOne); _d = _data as RiverSimulationProfile.TwoInOne; Debug.Assert(_d != null); if (o.ValueNull() || o.ArrayNull()) { //rowCount : Q1 ~ Q5, colCount : J1 ~ J15 _d.Create3D(p.sedimentParticlesNumber, p.inputGrid.GetJ, p.inputGrid.GetI); } } }