描述了河槽一般冲刷、桥墩局部冲刷、壅水、河道稳定性等的计算理论,以孔雀河复线大桥这一工程实例,运用计算理论分析孔雀河复线大桥修建后对河道行洪及河势稳定的影响,最后得出拟建桥梁方案是否可行的结论。
This article introduced the calculation theory for river channel general erosion,pier local erosion,backwater,stability of river channel,applied this theory into the engineering practice of Kongquehe River multiline bridge,and analyzed the influence of Kongquehe River multiline bridge on the river channel flood discharging,and finally gave out the conclusion whether the planned bridge scheme was feasible.