1. 浙江工业大学 土木工程学院,浙江,杭州,310014
2. 浙江省城乡规划设计研究院,浙江,杭州,310012
纸质出版:2020
移动端阅览
贺露露, 陈伟毅, 刘俊萍, 等. 海岛地区小流域暴雨洪涝灾害模拟研究[J]. 水土保持通报, 2020,40(2):129-133.
He Lulu, Chen Weiyi, Liu Junping, et al. Flood Disaster Simulation of Small Watershed in Island Areas[J]. Bulletin of Soiland Water Conservation, 2020, 40(2): 129-133.
贺露露, 陈伟毅, 刘俊萍, 等. 海岛地区小流域暴雨洪涝灾害模拟研究[J]. 水土保持通报, 2020,40(2):129-133. DOI: 10.13961/j.cnki.stbctb.2020.02.018.
He Lulu, Chen Weiyi, Liu Junping, et al. Flood Disaster Simulation of Small Watershed in Island Areas[J]. Bulletin of Soiland Water Conservation, 2020, 40(2): 129-133. DOI: 10.13961/j.cnki.stbctb.2020.02.018.
[目的] 对海岛地区小流域暴雨洪涝灾害进行模拟研究,为该类地区后续开发建设以及防洪排涝治理工作的顺利开展提供技术支撑。[方法] 选取浙江省舟山市朱家尖岛为研究对象,根据设计暴雨及设计和校核潮位资料,运用MIKE构建了一维河网模型、二维水动力模型以及MIKE FLOOD耦合计算模型,对比分析两种方案的淹没面积和水深、典型河道断面水位以及重点区域洪水演进过程。[结果] 相对于设计暴雨及设计潮位条件下的方案1(94降雨+实测潮位),设计暴雨及校核潮位条件下的方案2(94降雨+极限潮位)在相对高水位时刻淹没面积更大,最大淹没深度更深。[结论] 朱家尖流域内河流比降大,汇流时间短,流域调蓄能力差,抵抗暴雨产生的洪涝灾害的能力较弱。特别是暴雨遭受天文大潮时,研究区域受灾程度更重。
[Objective] The flood disaster in small watershed of island areas was simulated
in order to provide technical support for the subsequent development and construction of island areas and the smooth development of flood prevention and drainage management.[Methods] Taking Zhujiajian Island in Zhoushan City of Zhejiang Province as the research object
MIKE was used to establish a one-dimensional river network model
a two-dimensional hydrodynamic model and a coupling MIKE FLOOD model based on the data of design rainstorm
and the design and check tide level. The inundated area and the inundated water depth of the study area
the water level of the main river section
and the inundated duration of the key study area under these two schemes were compared and discussed.[Results] Compared with Scheme 1 (94 rainfall + measured tide level) under the condition of designed rainstorm and tide level
the inundated area of Scheme 2 (94 rainfall + extreme tide level) under the condition of design rainstorm and check tide level was larger and the maximum inundated water depth of the latter was deeper at the relatively high water level.[Conclusion] The flood control ability of Zhujiajian watershed caused by rainstorm is weak because of the large gradient ratio of rivers
the short confluence time
poor regulation and storage capacity. Especially when the rainstorm suffers astronomical spring tide
the disaster degree of the study area will be more serious.
国家防汛抗旱总指挥部,水利部.中国水旱灾害公报2015[M].北京:中国地图出版社,2016.
国家防汛抗旱总指挥部,水利部.中国水旱灾害公报2016[M].北京:中国地图出版社,2017.
刘卫林,刘丽娜,梁艳红,等.基于MIKEFLOOD的中小河流溃堤洪水风险分析[J/OL].水利水电技术:1-18[2019-11-30]. http://kns.cnki.net/kcms/detail/11.1757.TV.20190508.1041.023.html.
艾小榆,刘霞,徐辉荣,等.基于MIKEFLOOD模型的潖江蓄滞洪区调度运用方案研究[J].水利水电技术,2017,48(12):125-131.
余铭婧,许有鹏,王柳艳.城市化影响下东南沿海中小流域洪灾风险分析:以甬曹浦地区为例[J].自然灾害学报,2013,22(4):108-113.
马海波,郑雄伟,魏婧. InfoWorks CS软件在金华市城区江南片洪涝模拟中的应用[J].水电能源科学,2013,31(10):50-52.
项捷,许有鹏,杨洁,等.城镇化背景下中小流域洪水风险研究:以厦门市东西溪流域为例[J].水土保持通报,2016,36(2):283-287.
彭建,魏海,武文欢,等.基于土地利用变化情景的城市暴雨洪涝灾害风险评估:以深圳市茅洲河流域为例[J].生态学报,2018,38(11):3741-3755.
黄国如,吴思远.基于Infoworks CS的雨水利用措施对城市雨洪影响的模拟研究[J].水电能源科学,2013,31(5):1-4,17.
0
浏览量
963
下载量
1
CSCD
关联资源
相关文章
相关作者
相关机构
京公网安备11010802024621