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巴基斯坦ML-1线小流域洪峰流量计算及验证

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ML-1 线是巴基斯坦最重要的南北铁路干线,是中巴经济走廊的重要组成部分,其修建年代较早,部分小桥涵无法满足正常的排洪需求,需进行全面升级改造.由于巴基斯坦在水文计算方面可利用的成果很少,因而有必要研究和制定适合该地区的小流域水文计算方法.通过对ML-1 线沿线3 个雨量观测站每年最大日降雨量序列资料进行数理统计分析,求出暴雨参数,再采用中国小流域暴雨洪峰流量推导公式计算ML-1 线桥涵设计流量.为验证计算结果的可靠性,分别按我国铁路部门暴雨径流计算公式、巴基斯坦现有的推理公式进行计算,并将计算结果与典型流域的流量进行比较,结果表明,推理公式的流量计算结果可靠.研究成果可为巴基斯坦境内其他拓展项目的水文勘察设计提供参考.
Calculation and Verification of Peak Flood Flow in Small Watershed of ML-1 Line in Pakistan
ML-1 line is the most important north-south railway trunk line in Pakistan and an important part of the China-Pakistan Economic Corridor.It was built earlier,and some small bridges and culverts cannot meet the normal flood discharge needs and need to be comprehensively upgraded.Since there are few available results in hydrologic computing in Pakistan,it is necessary to study and develop a small watershed hydrologic calculation method suitable for the region.Through mathematical statistical analysis of the annual maximum daily rainfall series data of three rainfall observation stations along the ML-1 line,the rainstorm parameters were obtained,and the storm peak discharge formula was used to calculate the design discharge of Bridges and culverts along the ML-1 line.In order to verify the reliability of the calculation results,the calculation formula of storm water runoff in railway department in China and the existing reasoning formula in Pakistan were used respectively.The calculation results were compared with the flow of typical watershed.The results show that the flow calculation results of the reasoning formula are reliable.Research results can provide references for the hydrological survey and design of other expansion projects in Pakistan.

overseas railwayrailway trunk linesmall watershedsrainstorm parametersreasoning formulasflow rate verification

杜卫军

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中铁第一勘察设计院集团有限公司,西安 710043

境外铁路 铁路干线 小流域 暴雨参数 推理公式 流量验证

2024

铁道勘察
中铁工程设计咨询集团有限公司

铁道勘察

影响因子:0.542
ISSN:1672-7479
年,卷(期):2024.50(1)
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