利用印度加格拉河流域洪水频率的水文过程评估洪水的时空变异性

IF 1.2 4区 地球科学 Q3 GEOSCIENCES, MULTIDISCIPLINARY
Rahul Verma, Suresh Chand Rai
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引用次数: 0

摘要

本研究旨在分析洪水频率,将洪水量级与相应的重现期联系起来。这些估算结果对于开发防洪水文基础设施和洪泛平原分区等至关重要。在季风月份,全流域的高强度降雨和上游河岸地区的高排水量造成了加格拉河流域中下游的洪水泛滥。因此,利用 Gumbel 分布(极值 I 型)方法和 Log-Pearson III 型分布方法,对位于加格拉河主流上的三个测量点(即 Elginbridge、Ayodhya 和 Turtipar)进行了洪水估算。考虑到 50 年的洪水时间序列,计算了 1.01、1.05、1.11、1.25、2、5、10、20、50、100、200 和 500 年重现期的洪水估算值,以减少估算的不确定性。洪水频率分析(FFA)结果显示,由于加格拉河可承载约 7800 至 9000 立方米/秒的排水量,而不会造成堤坝决堤的高风险,因此这三个地点发生洪水的概率均超过 80%。排水能力的上限和下限取决于河流的清淤过程。因此,流域内几乎每年都会发生洪水,只是洪水的严重程度不同而已。降雨与径流的关系是通过整合一个简单的线性模型来估算的,降雨趋势分析则采用 Mann-Kendall 模型。基于线性回归分析的降雨-径流关系结果显示,在季风季节,降雨-径流关系显著,相关系数为正,即埃尔金桥为 0.2722,阿约迪亚为 0.39624,图尔蒂帕测站为 0.4844,但其他因素,如上游河岸地区水坝的大量排水等,也是造成中下游洪水泛滥的原因。Mann-Kendall 趋势分析表明,年平均降雨量和季风季节降雨量均有所减少。排水量的变化表明洪水暴发与近几十年气候模式的变化有直接关系。本文指出,今后需要开展研究,以便为努力设计可持续基础设施的政策规划者提供更好的信息。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Evaluation of Spatio-temporal Variability of a Flood Using the Hydrological Process of Flood Frequency in Ghagra River Basin, India

The present research study aims to analyze flood frequency to relate flood magnitudes with corresponding return periods. These estimates are crucial for the development of flood-preventive hydrological infrastructures and flood plain zoning, etc. Basin-wide high intensity of rainfall and high discharge from the upper riparian region during monsoon months creates flooding in the middle and lower reaches of the Ghagra River basin. Therefore, the flood estimates for three gauging sites situated on the mainstream of the Ghagra River viz., Elginbridge, Ayodhya, and Turtipar, have been comprehended using the Gumbel distribution (Extreme Value Type I) method and the Log-Pearson Type III distribution method. Flood estimates are calculated for 1.01, 1.05, 1.11, 1.25, 2, 5, 10, 20, 50, 100, 200, and 500 years return periods considering flood time series of 50 years to reduce estimation uncertainty. The findings of flood frequency analysis (FFA) revealed that the probability of occurrence of the flood is more than 80% at all three sites because Ghagra River can carry around 7800 to 9000 m3/s of water discharge without posing a high risk of levee break. The upper and lower limits of discharge carrying capacity depend on the river’s desiltation process. Hence, the flood occurs almost every year in the basin; its only variation is its severity. The rainfall-runoff relationship is estimated by integrating a simple linear model and for rainfall trend analysis Mann-Kendall is applied. Linear regression analysis-based rainfall-runoff relationship outcomes revealed a significant relationship with a positive correlation coefficient i.e., 0.2722 for Elginbridge, 0.39624 for Ayodhya, and 0.4844 for Turtipar gauging site in the monsoon season but other factors like a high amount of water discharge from dams in upper riparian regions, etc. are also responsible for flooding in the middle and lower reaches. The Mann-Kendall trend analysis shows a decrease in annual average rainfall and rainfall in the monsoon season. Discharge variability indicates the direct relationship between flood fury and changes in climatic patterns in recent decades. This paper identifies that future research is needed to better inform the policy planners who strive to design sustainable infrastructure.

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来源期刊
Journal of the Geological Society of India
Journal of the Geological Society of India 地学-地球科学综合
CiteScore
2.20
自引率
7.70%
发文量
233
审稿时长
6 months
期刊介绍: The Journal aims to promote the cause of advanced study and research in all branches of geology connected with India, and to disseminate the findings of geological research in India through the publication.
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