季节性河道入渗的田间试验研究

Q3 Environmental Science
Hao Peng
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引用次数: 2

摘要

为了找出山东大沽河季节性渗漏规律,在大沽河中上游建立了典型试验点,并基于渗流带水运动理论进行了现场入渗试验。研究了不同渗流带的河床入渗能力。结果表明:干河床的入渗过程可分为两个阶段:不稳定入渗和稳定入渗;河床入渗受渗流带水力特性的影响,上游入渗速率大于中游;上中游稳定入渗速率分别为0.028和0.023 cm/s。不稳定入渗过程在1.5 ~ 2.0 h范围内变化,入渗占总渗漏的比例较低,随时间的延长逐渐降低。因此,利用汛期河床稳定入渗速率计算总渗漏是可行的。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Field Experimental Study on Infiltration in Seasonal River Channels
In order to find the leaking laws of seasonal Dagu River in Shandong Province,some typical test sited were established in the upper and middle reaches of the Dagu River,and the field infiltration experiments were conduced based on the theory of water movement in vadose zone. Capacities of infiltration in riverbed in different vadose zones were studied. The results show that the infiltration process in the dry riverbed could be divided into two stages,i.e. the unstable infiltration and stable infiltration; the infiltration in the riverbed was affected by the hydraulic properties of vadose zone,and the infiltration rate in the upper reaches was higher than that in the middle reaches. The stable infiltration rates in the upper and middle reaches were 0.028 and 0.023 cm/s respectively. The process of unstable infiltration varied in a range of 1.5-2.0 hours,the proportion of infiltration was low in the total leakage,and it was gradually decreased with the time. Therefore,it is feasible to calculate the total leakage by using the stable infiltration rate in riverbed in flood season.
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来源期刊
干旱区研究
干旱区研究 Environmental Science-Water Science and Technology
CiteScore
2.50
自引率
0.00%
发文量
4294
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