临江河高桥——烽火庙河段洪水分析

在对洪水特性及计算方法分析的基础上,分析了临江河高桥-烽火庙河段的洪水特性,并分别应用水文比拟法和推理公式法计算出了该河段相应频率(p=1%,2%,5%)的设计洪峰流量及设计洪水位;并结合当地实际情况,对不同计算方法的计算结果进行了合理性的分析.结果表明,在该河段,洪峰流量采用推理公式法更符合实际情况,而洪水位采用水力学公式比较合理.该结果可以为该河段管理范围的确定、河道两岸的整治等提供设计依据.

Abstract：

Flood is one of the main natural disasters which affect human life and social and economic devel-opment in China, and the loss resulting from it ranks first among various natural disasters.Based on a re-view of the characteristics of flood and the methods of calculation for its peak flow and water level, the flood is analyzed of the Gaoqiao-Fenghuomiao section of the Linjiang River.The peak flow and the flood level with different frequencies (p= 1%, 2% or 5%) are calculated and the results are compared taking in-to account the actual situation.The results show that for the peak flow calculation, the rational formula gives a better estimation than the analogy method, while for the flood level the hydraulic method is more suitable for this section of the river.The above results can provide powerful theoretical support to the de-signing and management of this river section.

Flood Analysis for the Gaoqiao-Fenghuomiao Section of the Linjiang River