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Streamflow timing and estimation of infiltration rates in an ephemeral stream channel using variably saturated heat and fluid transport methods.

机译:使用可变的饱和热量和流体传输方法,对短暂河流中的水流定时和渗透率进行估算。

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Ephemeral streamflow infiltration through alluvial channels has been identified as an important source of aquifer replenishment in arid and semi-arid environments. In this dissertation, two field methods were developed for monitoring streamflow timing in ephemeral stream channels. The first streamflow timing method exploits differences in the advective and conductive thermal transport mechanisms during the presence and absence of streamflow. The second method of streamflow timing utilized the relationship between soil water content and electrical conductance. Electrical resistance sensors were designed to detect saturated soil conditions and thus to infer streamflow timing during periods of saturation. Both methods were field-tested in Rillito Creek, Tucson, Arizona. The electrical resistance method proved more suitable than the temperature method because it was not depth dependent and was able to more accurately infer streamflow timing with less data post processing.; Transient and steady state infiltration fluxes were simulated in a coarse-grained alluvial channel to determine the relative contribution the onset of streamflow provides to potential recharge. Water content, temperature, and pore pressure measurements were incorporated into a variably saturated heat and fluid transport model to simulate infiltration. Infiltration fluxes at the onset of streamflow were about 2–3 orders of magnitude higher than steady state fluxes and were inversely proportional to antecedent water content. The time duration from the onset of streamflow to steady-state infiltration ranged from 1.8 to 20 hours. Two transient and steady state periods were observed indicating a lower permeable layer at depth.{09}During steady state periods, infiltration fluxes averaged 0.33 meters per day and ranged from 0.14 to 0.45 meters per day. A long-term decline was observed in all three events. Higher frequency diurnal and episodic changes were prompted by fluctuations in atmospheric temperature and discharge. The simulated steady state values were consistent with the effective vertical conductivity values (0.22 meters per day) of an underlying less permeable layer. The average contribution from the cumulative transient infiltration for the events was approximately 18 percent. Therefore, it is apparent that potential recharge calculations for alluvial channels that do not consider infiltration during the onset transient period may underestimate the true potential for recharge.
机译:通过冲积通道的短暂河流渗透已被确定为干旱和半干旱环境中含水层补给的重要来源。本文研究了两种现场方法来监测临时河道中的河涌时机。第一种流量计时方法利用了存在和不存在流量时对流和传导热传输机制的差异。第二种水流计时方法利用土壤含水量和电导率之间的关系。电阻传感器设计用于检测饱和土壤条件,从而推断出饱和期间的水流时间。两种方法均在亚利桑那州图森的Rillito Creek进行了现场测试。事实证明,电阻法比温度法更合适,因为它与深度无关,并且能够以更少的数据后处理来更准确地推断出流的时间。在粗粒冲积通道中模拟了瞬态和稳态入渗通量,以确定水流的爆发对潜在补给的相对贡献。将水含量,温度和孔隙压力测量值合并到可变饱和的热量和流体传输模型中,以模拟入渗。溪流开始时的入渗通量比稳态通量高约2-3个数量级,并且与先前的水含量成反比。从水流开始到稳态渗透的持续时间为1.8到20小时。观察到两个瞬态和稳态时期,表明深度处的渗透层较低。{09}在稳态时期,平均入渗通量为每天0.33米,范围为每天0.14至0.45米。在所有三个事件中均观察到长期下降。大气温度和流量的波动促使昼夜和情景发生更高频率的变化。模拟的稳态值与下面的低渗透层的有效垂直电导率值(每天0.22米)一致。这些事件的累积瞬时渗透的平均贡献约为18%。因此,很明显,对于在过渡瞬态期间不考虑渗透的冲积渠道,其潜在补给量计算可能会低估补给的真实潜力。

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