Assessment of Runoff and Drainage Conditions in a North Banat Sub-Catchment, North-Eastern Serbia

M. Vranešević, Andrea Salvai, A. Bezdan, Radoš Zemunac
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Abstract

Abstract The lowland area of the southeastern part of the Carpathian Basin is exposed to extreme hydrological conditions. The monitoring and analysis of the excess inland water are necessary in order to understand the scope and direction of the development of this type of flooding. When solving the problem of the drainage of an area and dimensioning drainage systems, one of the most important steps is to calculate the rate of runoff. Before calculating the rate of runoff, it is necessary to perform various analysis such as: hydrological, hydrogeological, pedological and land use analysis. The use of empirical formulas by different authors is one of the methods for determining the rate of runoff. These formulas can be of regional character, while some are applicable in different parts of the world. In this paper, the runoff coefficient and rate of runoff were calculated as indicators of the efficiency of the area drainage, employing the formulas by Nemet and Turazzo. The emphasis was put on the usage of modern tools and databases of soil characteristics while using a “traditional” method to determine rate of runoff. The obtained results demonstrate that the rate of runoff which reflects the current state of the drainage basin is very similar to the rate of runoff used for dimensioning of drainage system. The problem of retaining smaller amounts of water that remains even after the anticipated drainage deadlines can be solved with the regular maintenance of amelioration canals and additional ameliorative measures.
北巴纳特分集水区径流和排水条件评估,塞尔维亚东北部
喀尔巴阡盆地东南部的低地地区处于极端的水文条件下。为了了解这类洪水的发展范围和方向,对过量内陆水的监测和分析是必要的。在解决一个地区的排水问题和对排水系统进行量纲化时,最重要的步骤之一是计算径流量。在计算径流速率之前,需要进行各种分析,如:水文、水文地质、土壤学和土地利用分析。不同作者使用经验公式是确定径流速率的方法之一。这些公式可以是区域性的,而有些则适用于世界不同地区。本文采用Nemet和Turazzo的公式,计算径流系数和径流量作为区域排水效率的指标。重点是使用现代工具和土壤特征数据库,同时使用“传统”方法确定径流率。所得结果表明,反映流域现状的径流量与用于排水系统量纲的径流量非常相似。即使在预期的排水截止日期之后,保留较少水量的问题可以通过定期维修改良运河和采取额外的改良措施来解决。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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