渭河宝鸡市区段桥梁区洪水安全评估
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陕西省重点实验室重点项目(03JS017);陕西省教育厅自然科学基金项目(02JK189)


Security Assessment of Flood Around Bridges on Weihe River in Baoji City
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    摘要:

    2005年编制的“渭河中游干流万分之一河道图”显示,渭河干流宝鸡市区段桥梁区是典型的河道节点区段。利用实际测量数据计算结果,结合“渭河中游干流万分之一河道图”和相关资料的分析显示:(1)桥区边滩发育,主河槽狭窄;(2)主河槽多贴近一侧外河堤,桥区上、下游均有弯道发育,使桥区上、下游单侧大堤成为径流顶冲河段;(3)各桥区在河床糙率n=0.025时最大过水流量均不能承泄100a一遇以上的洪水,在河床糙率n=0.035时最大过水流量均不能承泄30a一遇以上的洪水;(4)6座桥区的平均比降均已小于市区河段平均比降,桥区及其附近河床比降均发生了不同形式的转折式变化,总体上桥梁导致建在区泥沙淤积加剧,河床比降减小,滞缓径流流速;(5)桥梁区已成为渭河干流宝鸡市区段洪水灾害发生的最大风险区段,卧龙寺桥区的防洪问题尤为重要。

    Abstract:

    "The One-Millionth Weihe River Map" compiled in 2005 reveals that the areas around bridges are the typical nodal points on the Weihe River.Using the measured data along with the map and other relevant information,this paper concludes that the main river channel becomes narrow as side shoals build up around the bridges.The main river channel leans toward one side of the bank,and curved waterway develops up and down the bridges,which imposes great eroding force to the bank.The maximum discharge by the bridges neither bears the flood with return period of 100 years or over if the roughness coefficient n=0.025 nor bears the flood with return period of 30 years if n=0.035.The gradient around the bridges becomes smaller than that of others on the river,generally leading to the turning of the river bed and the piling-up of sands,hence smaller gradient and lower water flow speed.The bridge areas in the urban quarter of Baoji City,especially the area around the Wolongsi bridge,become the greatest threat to the city when flood occurs.

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郭俊理.渭河宝鸡市区段桥梁区洪水安全评估[J].水土保持通报,2006,(4):21-27

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  • 收稿日期:2005-04-20
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  • 在线发布日期: 2014-11-26
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