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作 者:刘伦芳[1] 赵洁 牟晓成[1] LIU Lun-fang, ZHAO Jie, MOU Xiao-cheng (Xi'an University of Technology, Xi'an 710048, China)
机构地区:[1]西安理工大学基建处,西安710048 [2]陕西黄延高速公路有限责任公司,西安710000
出 处:《西北水力发电》2007年第4期50-52,共3页Journal of Northwest Hydroelectric Power
摘 要:通过水文水力计算对黄延高速公路全段涵洞的泄洪能力进行复核,结果表明有两处涵洞不满足一百年一遇洪水的无压泄洪要求,需要进行结构改造或按有压泄流进行复核,确保黄延高速通车后的行洪安全。The discharge capacity of culvert along the Huangyan highway is analyzed by hydrological and hydraulic calculation. The results show that there are two culverts whose discharge capacity is not enough high on the condition of no pressure for the floods whose recurrence interval is 100 year. So their structure had to be modified or the checking are carried out again on the condition of pressure to make sure that hignway is safe during flood oeriod.
分 类 号:U442.5[建筑科学—桥梁与隧道工程;交通运输工程—道路与铁道工程]
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