非定常流条件下实时放水量计算(以雅纳河维尔霍扬斯克坝段为例)

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引用次数: 0

摘要

径流量实时计算包括径流量值的实际实时计算,为预测和预防危险水文现象提供保障,为河流水量的日常监测提供保障,为流域水管理设施的运行提供信息支撑。当前,实时计费是一个非常重要的任务。本文介绍了两种非定常条件下实时水量计算方法的研究成果,使之能够过渡到河流量的自动操作计算。第一种方法是根据历年排水测量数据得到的参考等级曲线,对实测水量的相对偏差进行最优外推。第二种方法是基于琼斯公式的新方法。Jones公式的参数是利用基于广义约简梯度法的优化工具,从历年的水量测量中得到的。用两种方法计算的每日实时水量与水图集《陆地地表水状况和资源的每日数据》参考书中公布的每日水量进行了比较。结果表明,两种方法均可用于非定常流条件下的自动实时排水量计算。
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The Real-time Water Discharge Computation in the Conditions of Unsteady Flow (the Yana River in the Verkhoyansk Gaging Section as a Study Case)
The real-time water discharge computation involves practical real-time computation of water discharge values to ensure forecasting and preventing dangerous hydrological phenomena, as well as daily monitoring of river water content and information support for the functioning of water management facilities in river basins. Nowadays the task of the real-time discharge accounting is very relevant. The article presents the outcomes of the study of two methods of computation of the real-time water discharges in the conditions of the unsteady flow that enable to pass to automatic operative accounting of the river flow. The first method is based on using of optimal extrapolation of the relative deviations of the measured water discharges from the reference rating curve obtained from the data of water discharge measurements for previous years. The second method is a new approach based on the Jones formula. The parameters of the Jones formula were obtained from measurements of water discharge over the past years using an optimization tool based on the generalized reduced gradient method. The daily real-time water discharges calculated in two ways were compared with the daily water discharges published in the reference books of the water cadaster «Daily data on the regime and resources of land surface waters». As a result, it was found that both methods can be used for automated real-time water discharge computation in conditions of unsteady flow.
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14
审稿时长
8 weeks
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