中国航海
中國航海
중국항해
NAVIGATION OF CHINA
2010年
1期
37-41
,共5页
水路运输%数值模拟%桥区%水流%桥墩%通航影响
水路運輸%數值模擬%橋區%水流%橋墩%通航影響
수로운수%수치모의%교구%수류%교돈%통항영향
waterway transportation%numerical simulation%bridge area%flow%bridge pier%influence on navigation
建桥后桥墩会干扰桥区水流的流动,进而对桥区通航产生不利影响.为了保证桥区通航安全,有必要了解建桥前后桥区水流的变化情况.数值模拟方法是桥梁设计阶段分析建桥前后桥区水流变化及其对通航影响的一种有效方法.以长江河口地区为例,通过桥区水流数值模拟分析建桥对通航的影响.首先建立了长江河口段的江阴至青龙港(北支)、杨林(南支)河段的二维有限元水动力数学模型,并用实测的潮位和流速资料对模型进行了验证;随后以苏通大桥为例建立桥墩模型进行数值模拟,从建桥前后流速和流向的变化两方面分析了建桥对通航的影响,并计算了通航影响宽度.算例结果表明所采用的数值模拟方法及其软件具有工程实用性,可用于分析建桥对通航的影响.
建橋後橋墩會榦擾橋區水流的流動,進而對橋區通航產生不利影響.為瞭保證橋區通航安全,有必要瞭解建橋前後橋區水流的變化情況.數值模擬方法是橋樑設計階段分析建橋前後橋區水流變化及其對通航影響的一種有效方法.以長江河口地區為例,通過橋區水流數值模擬分析建橋對通航的影響.首先建立瞭長江河口段的江陰至青龍港(北支)、楊林(南支)河段的二維有限元水動力數學模型,併用實測的潮位和流速資料對模型進行瞭驗證;隨後以囌通大橋為例建立橋墩模型進行數值模擬,從建橋前後流速和流嚮的變化兩方麵分析瞭建橋對通航的影響,併計算瞭通航影響寬度.算例結果錶明所採用的數值模擬方法及其軟件具有工程實用性,可用于分析建橋對通航的影響.
건교후교돈회간우교구수류적류동,진이대교구통항산생불리영향.위료보증교구통항안전,유필요료해건교전후교구수류적변화정황.수치모의방법시교량설계계단분석건교전후교구수류변화급기대통항영향적일충유효방법.이장강하구지구위례,통과교구수류수치모의분석건교대통항적영향.수선건립료장강하구단적강음지청룡항(북지)、양림(남지)하단적이유유한원수동력수학모형,병용실측적조위화류속자료대모형진행료험증;수후이소통대교위례건립교돈모형진행수치모의,종건교전후류속화류향적변화량방면분석료건교대통항적영향,병계산료통항영향관도.산례결과표명소채용적수치모의방법급기연건구유공정실용성,가용우분석건교대통항적영향.
Flow in bridge area is disturbed by bridge piers,which has negative impacts on navigation. In order to ensure navigation safety in bridge area,it is necessary to know the flow changes before and after bridge construction. In bridge design stage,numerical simulation is an effective method to analyze flow variation and its impacts on navigation. By taking the Yangtze River Estuary as an example,the analysis of bridge construction effects on navigation in bridge area is carried out. A 2-D finite element mathematical model of the estuary section is established and validated by comparing numerical results with actually measured data of tide levels and flow velocities. Then,pier modela of Sutong Bridge are introduced for numerical simulation. Based on simulation results,the influence of bridge construction on navigation is analyzed in the changes of both flow velocity and direction,and the navigation influence width is calculated. It is indicated by simulation results that the adopted methods and software are practically useful for analysis of bridge construction influence on navigation in bridge area.