| 基于TAP模型的前海-南山排水深隧浪涌分析 |
| |
| 引用本文： | 杨园晶,黄鹄,孙海峰,黄瑜,王醒.基于TAP模型的前海-南山排水深隧浪涌分析[J].城市道桥与防洪,2023(8):144-147,150. |
| |
| 作者姓名： | 杨园晶 黄鹄 孙海峰 黄瑜 王醒 |
| |
| 基金项目： | 中建股份科技研发资助课题（CSCEC-2021-Z-33） |
| |
| 摘 要： | 采用TAP（Transient Analysis Program）模型模拟了深圳市前海-南山排水深隧入流过程，通过对设计标准、超标及事故工况的情景模拟，分析系统涌浪产生的风险，并提出了控制涌浪的相关措施。研究表明，在50 a一遇和100 a一遇设计降雨情景下，系统最高总水头线处于地面之下，系统采用的大直径竖井结构和增设通风竖井，能有效控制浪涌的影响。
|
| 关 键 词： | 深隧排水系统 浪涌 TAP模型 |
| 收稿时间： | 2022/10/11 0:00:00 |
| 修稿时间： | 2023/7/20 0:00:00 |
Analysis on Surge of Qianhai-Nanshan Drainage Deep Tunnel Based on TAP Model |
| |
| YANG Yuanjing,HUANG Gu,SUN Haifeng,HUANG Yu,WANG Xing.Analysis on Surge of Qianhai-Nanshan Drainage Deep Tunnel Based on TAP Model[J].Urban Roads Bridges & Flood Control,2023(8):144-147,150. |
| |
| Authors: | YANG Yuanjing HUANG Gu SUN Haifeng HUANG Yu WANG Xing |
| |
| Abstract: | The transient analysis program (TAP) model is used to simulate the inflow process of Qianhai-Nanshan Drainage Deep Tunnel in Shenzhen. Through the simulation of design standards, exceeding standard and accident conditions, the risk of system surge generation is analyzed, and the relevant measures to control the surge are proposed. The study shows that in the 50 a and 100 a design rainfall scenarios, the highest total head line of the system is below the ground level. And the large-diameter shaft structure and additional ventilation shafts used in the system can effectively control the impact of surges. |
| |
| Keywords: | drainage system of deep tunnel surge TAP model |
|
| 点击此处可从《城市道桥与防洪》浏览原始摘要信息 |
| 点击此处可从《城市道桥与防洪》下载免费的PDF全文 |
