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安徽省淮北市多年降雨变化及浅层地下水位响应研究OA

Study on long-term rainfall variation and shallow groundwater level response in Huaibei city,Anhui Province

中文摘要英文摘要

为揭示地下水位对降雨、地下水开采及土地利用变化等因素的响应规律,采用小波分析、M-K趋势检验、滑动平均等方法对安徽省淮北市1956-2020 年降雨量及地下水自动监测数据进行对比分析.结果表明:淮北市年降雨量呈现多时空尺度变化特征,具有明显的周期性,以 36a和 6a最为显著,降雨量自 1956 年以来整体下降是地下水位总体降低的主要原因;地下水位变化可分为水位变化主要受降雨量控制,开采井分布造成了水位变化的空间差异,降雨量引起水位上升、地下水开采引起水位下降、土地利用变化等影响因素在叠加或消减中共同影响了地下水水位变化导致城区水位下降,降雨量、土地利用变化决定地下水的动态变化降雨量占主导作用等四个阶段.研究成果可为淮北市水资源管理提供参考.

To reveal the response patterns of groundwater levels to factors such as rainfall,groundwater extraction,and land use changes,methods such as wavelet analysis,M-K trend test,and moving average were used to comparatively analyze the rainfall and automatic groundwater monitoring data in Huaibei city,Anhui Province from 1956 to 2020.The results showed that the annual rainfall in Huaibei had the characteristics of multi-temporal and spatial scales with obvious periodicity,especially in 36 a and 6 a.The total rainfall in Huaibei city had decreased since 1956,which was the main reason for the overall lowering of the groundwater level;.The change of groundwater level can be divided into four stages:from 1956 to 1970,the groundwater flow field was in a natural state,and the change of water level was mainly controlled by rainfall;from 1970 to 2000,the exploitation of groundwater was the main reason to control the groundwater level;from 2000 to 2010,rainfall caused the rise of water level,groundwater exploitation caused the drop of water level,and land use change caused the drop of water level in urban area,and all the influencing factors in the superposition or abatement together affected the change of groundwater level.From 2010 to 2020,the dynamic change of groundwater was determined by the change of rainfall and land use,with rainfall still playing a dominant role.The findings could provide reference for water resources management in Huaibei city.

王禹

淮北市水资源管理办公室,安徽 淮北 235000

地质学

降雨量小波分析M-K趋势检验法地下水

rainfallwavelet analysisM-K trend testgroundwater

《江淮水利科技》 2024 (002)

32-37 / 6

10.20011/j.cnki.JHWR.202402007

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