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作 者:陈雰[1] 黄成 Chen Fen;Huang Cheng(Taizhou University,Taizhou,Zhejiang 318000;Zhejiang Haoxin Engineering Consult ing Co.,Ltd.,Taizhou,Zhejiang 318000)
机构地区:[1]台州学院,浙江台州318000 [2]浙江昊信工程咨询有限公司,浙江台州318000
出 处:《工程技术研究》2020年第22期217-218,共2页Engineering and Technological Research
摘 要:文章针对沿海感潮河网地区的特征,考虑多致灾因子的共同作用,构建台州市温黄平原河网水文水动力模型,并对模型进行率定和验证计算,通过对实况年份汛期水情的模拟演算,计算地区各代表站的洪峰水位及水位过程线,与实际情况相差较小,水位过程线趋势与实况拟合较好,模型模拟结果合理,基本反映了温黄平原地区汛期的水流特点和实际状况。According to the characteristics of coastal tidal river network area and the joint action of multiple disaster factors,this paper constructs the river network hydrodynamic model of Wenhuang plain in Taizhou City.It also calibrates and verifies the model.Through the simulation calculation of the actual flood season water regime,the peak water level and water level hydrograph of each representative station in the area are calculated,which are less different from the actual situation.The results of the model simulation are reasonable,which basically reflect the flow characteristics and actual situation of the Wenhuang plain in flood season.
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