MODERN METHODS OF RESEARCH OF MAXIMUM FLOW OF SPRING FLOOD AND RAINFALL FLOOD OF THE RIVERS OF UKRAINE

Є.Д. Гопченко, М.Е. Бурлуцька, М.Є. Романчук, М.О. Мартинюк
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Abstract

Determination of the characteristics of maximum runoff of rain floods and spring water is widely used, but their calculation in the conditions of limited output data should be attributed to insufficiently studied both in theoretical and practical terms. For the normal functioning of hydraulic structures, as well as to avoid catastrophic consequences for settlements, it is necessary to calculate and predict the maximum runoff precisely. The insufficient degree of studying the peculiarities of forming the maximum runoff of rivers in Ukraine requires further development of the research. Unlike modern normative documents, the authors of the article are proposed a generalized structure for rain floods and spring water. Different methods are only parameters that are individually for floods and spring water. The current normative documents in force in Ukraine use the base-years experience in the field of the theory and practice of hydrological calculations, accumulated by scientific research institutes and project water management institutions as of 1975. In particular, in the absence of observation data for the maximum drainage of spring water, the structure of the empirical type is recommended, using the dependence on the estimated layers of the runoff and the coefficients that characterize the watercourse's friendliness, calculated from the materials of the analogue rivers. In order to take into account the reduction of the reduction of maximum drainage modules in the area of small catchment areas (with an area less than 10 km2), the parameter “b” is introduced into the structure of the formula. The maximum drainage of rain floods is determined taking into account the size of the catchments (at F 200 km2 – the reduction structure). The method of calculation and forecasts is brought to the level of their use. The relevance of the past period is due to the need to study the processes of forming the characteristics of the maximum runoff of rain floods and spring water.
乌克兰河流春季洪水和降雨洪水最大流量的现代研究方法
雨洪和泉水最大径流量特征的确定已得到广泛应用,但其在有限输出数据条件下的计算存在理论和实践研究不足的问题。为了水工建筑物的正常运行,避免对聚落造成灾难性后果,有必要对最大径流量进行精确的计算和预测。乌克兰河流最大径流量形成的特殊性研究程度尚不充分,需要进一步开展研究。与现代规范性文件不同,本文作者提出了雨水洪水和泉水的广义结构。不同的方法只是洪水和泉水各自的参数。乌克兰现行的规范性文件使用的是科学研究机构和项目水管理机构自1975年以来在水文计算理论和实践领域积累的基年经验。特别是,在缺乏泉水最大排水的观测数据的情况下,建议采用经验型结构,利用对径流估计层数的依赖和根据模拟河流的材料计算的表征水道友好性的系数。为了考虑小集水区(面积小于10 km2)面积最大排水模量的减少,在公式结构中引入参数“b”。雨洪的最大排水量是根据集水区的大小(约200平方公里-减少结构)确定的。计算和预测的方法被提高到可以使用的水平。过去时期的相关性是由于需要研究雨洪和泉水最大径流特征的形成过程。
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