| 基于HEC-HMS模型的八一水库流域洪水重现期研究 |
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| 作者姓名： | 郑鹏 林韵 潘文斌 邓红兵 |
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| 基金项目： | 城市与区域生态国家重点实验室自主项目(SKLURE2010-1-6) |
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| 摘 要： | 不透水率是不透水层面积与总用地面积的比值,它是研究城市水文的一个重要指标.以福州市晋安区八一水库流域为例,应用WMS 7.1软件构建流域结构,将流域分为A,B两个子流域,基于相关数据建立HEC-HMS水文模型对降雨-径流进行模拟,从而构建起不透水率与洪水重现期的关系.结果表明:(1)随着城市化的进程,19a间全流域不透水率持续增长,变化区间在5％-10％之内；(2)子流域A重现期为100、50、25年一遇的洪水随着不透水率的增长,分别提前了20、8、3a；(3)子流域B的重现期为100、50、25年一遇的洪水随着不透水率的增长,分别提前了25、10、4a.
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| 关 键 词： | HEC-HMS 降雨径流 不透水率 洪水重现期 土地利用变化 |
| 收稿时间： | 2012/4/6 0:00:00 |
Flood return period analysis of the Bayi Reservoir Watershed based on HEC-HMS Model |
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| Authors: | ZHENG Peng LIN Yun PAN Wenbin and DENG Hongbing |
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| Abstract: | Flood risk is one of the most critical disasters that threatens sustainability of human-dominated ecosystems. Fuzhou, a typical coastal megacity in southeastern China, is subject to huge calamities and economic loss annually due to the typhoon storm floods during rainy seasons. According to time series analysis of local weather dataset, the number of heavy rain has been rising annually since the 1990s. At the same time, urbanization process changed urban land use status and the impervious surface ratio. Both of these had significant influences on the change in return periods flood. Thus, it is very important to conduct a series of studies on the change in return periods flood, aiming to provide practicable guidance for flood control and flood disaster reduction given the ongoing trend of urban expansion.
Impervious surface ratio (ISR) is the ratio of impervious surface area to total land area, and it is an important indicator of the urban hydrology. This study focuses on the relationship between the impervious surface ratio and flood return periods. The Bayi Reservoir watershed, situated in Jin''an district of Fuzhou city, was taken as an example. By using remote sensing technology, the land use information were extracted from the TM/ETM+ image of studies in 1989, 1994, 1999, 2001, 2002, 2003, and 2007. In accordance with the land use data, the watershed impervious surface ratio of selected years were calculated. The results showed that with the urbanization process, the whole watershed impervious surface ratio during the 19 years continued to grow, with a change interval of 5%-10%.
Additionally, original dataset, including digital elevation model (DEM) data, soil type data, meteorological and hydrological data, were collected to provide model information in the study. The HEC-HMS hydrological model of Bayi Reservoir watershed was well established after the pretreatment of partial data using WMS 7.1 software. Furthermore, the process of single rainfall-runoff in the Bayi Reservoir watershed was simulated. The results were consistent with the in-situ observation. According to the simulation results, designed to combine the rainfall conditions with land use case to calculate the discharge, and took impervious surface ratio and return periods as the variables, the graphs of return period change were drawn. Finally, according to these graphs, in sub-basin A the return periods of 100, 50, and 25 years were ahead of designed time by 20, 8, and 3 years, respectively, with the growth of impervious surface ratio. In sub-basin B the return periods of 100, 50, and 25 years were ahead of designed time by 25, 10, and 4 years, respectively, with the growth of impervious surface ratio.
This study provided precious experiences for study on flood return periods. The results are beneficial to make the planning for urban flood control and flood risk reduction. Furthermore, the results supply both practicable and theoretical basis for land use planning in urban watershed as well as scientific prevention and treatment of non-point pollution. |
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| Keywords: | HEC-HMS rainfall-runoff impervious surface ratio (ISR) flood return period land use change |
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