| 浅谈拟建桥梁对河道行洪和河势稳定的影响——以孔雀河复线大桥工程为例 |
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| 引用本文： | 王 俊,肖 俊.浅谈拟建桥梁对河道行洪和河势稳定的影响——以孔雀河复线大桥工程为例[J].水资源与水工程学报,2012,23(2):126-131. |
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| 作者姓名： | 王 俊 肖 俊 |
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| 作者单位： | 新疆水利水电勘测设计研究院,新疆乌鲁木齐,830000 |
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| 摘 要： | 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。
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| 关 键 词： | 冲刷 壅水 河道行洪 河势稳定 孔雀河复线大桥 |
| 收稿时间： | 2011/11/24 0:00:00 |
| 修稿时间： | 2011/12/9 0:00:00 |
Influence of planning bridge on river channel flood discharge and river stability:Case study of Kongqi river multiline bridge |
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| WANG Jun and XIAO Jun.Influence of planning bridge on river channel flood discharge and river stability:Case study of Kongqi river multiline bridge[J].Journal of water resources and water engineering,2012,23(2):126-131. |
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| Authors: | WANG Jun and XIAO Jun |
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| Affiliation: | (Xinjiang water conservation and electricity survey design research institute,Urumqi 830000,China) |
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| Abstract: | 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. |
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| Keywords: | erosion backwater river channel flood discharge river stability the Kongquehe River multiline bridge |
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