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新疆玛纳斯河流域洪水预报研究
引用本文:何新林,刘东旭,郭生练,刘华梅,盛东.新疆玛纳斯河流域洪水预报研究[J].冰川冻土,2004,26(2):197-201.
作者姓名:何新林  刘东旭  郭生练  刘华梅  盛东
作者单位:1. 石河子大学, 兵团绿洲生态农业重点实验室, 新疆, 石河子, 832003;2. 武汉大学, 水问题研究中心, 湖北, 武汉, 430072
摘    要:在充分考虑了融雪径流型河流自身特点的基础上,将自回归滑动平均模型ARMA(p,q),概化为ARMA(p,1),并运用最小信息(AIC)准则,确定模型的最佳阶数p,运用修正的可变遗忘因子递推最小二乘法,进行参数的动态修正,达到了最佳参数的跟踪效果.通过在玛纳斯河流域应用,表明该模型具有较高的预报精度,其确定性系数均达到了0.90以上,径流总量相对误差控制在7%以下,洪峰流量相对误差<10%,峰现时差≤2.

关 键 词:最小信息准则  时变参数  最小二乘法  
文章编号:1000-0240(2004)02-0197-05
收稿时间:2003-05-26
修稿时间:2003年5月26日

A Study of the Flood Forecast of the Manas River, Xinjiang
HE Xin-lin{,},LIU Dong-xu{},GUO Sheng-lian{},LIU Hua-mei{},SHENG Dong{}.A Study of the Flood Forecast of the Manas River, Xinjiang[J].Journal of Glaciology and Geocryology,2004,26(2):197-201.
Authors:HE Xin-lin{  }  LIU Dong-xu{}  GUO Sheng-lian{}  LIU Hua-mei{}  SHENG Dong{}
Institution:1. Shihezi University, Shihezi Xingjang 832003, China;2. Wuhan University, Wuhan Hubei 430072, China
Abstract:The Manas River, an internal river in arid district, rises in the high and cold mountains. There is a Kenswatt hydrometric station only. Because of lack of hydrological and meteorological data, it is very difficult to use determinacy model to do the hydrologic forecast. Therefore, it is necessary to set up a forecasting model with simple structure and fully utilize available hydrological and meteorological data. The model considers not only surface flow change but also temperature and rainfall factors that impact on surface flow randomly. The model is based on fully considering the characteristics of a snowmelt river, turning ARMA (%p, q%) generally into ARMA (%p%, 1) and using minimum information criteria (AIC) to determine the best steps (p) of the model. Applying the least square method of revised variable forgetting factor to identify the time-variation parameters and carry on the dynamic revision of parameters. Through applying to the Manas River, it is indicated that the model has a higher precision of forecasting. Its determinacy coefficient is greater than 0.90, its relative error of total runoff is less than 7%, and its relative error of discharge at flood peak is less than 10%. The time difference of peak appearance is less than 2.
Keywords:minimum information (AIC) criterion  time variation parameters  least square method
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