基于TAP模型的前海-南山排水深隧浪涌分析

Analysis on Surge of Qianhai-Nanshan Drainage Deep Tunnel Based on TAP Model

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。

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.