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首页> 外文期刊>Journal of Hydrology >Composite model with fractional flow dimensions for well test analysis in fractured rocks
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Composite model with fractional flow dimensions for well test analysis in fractured rocks

机译:分数流尺寸的复合模型,用于裂缝岩石的试井分析

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The represented analytical model is addressed to fracture-zone aquifers in which well test responses can be commonly matched with models involving fractional flow dimensions. The model assumes a composite structure representing the fractures opening into the pumping well and the fracture system comprising the actual aquifer. The aim is to assess the hydraulic properties for the near-well zone and the aquifer in terms of concrete parameters even if flow dimensions have fractional values. Dimensionless drawdown in pumping and observation wells was solved by applying Laplace transforms. The early-time approximation for the pumping well can be used to assess the transmissivity (T-1) if the flow dimension in the inner zone (n(1)) is greater than about 1.7. The long-time solutions indicate that the inner zone induces a pseudo-skin effect that can be estimated by comparing the pumping well and observation well data. If K-1 is known, the extent of the inner zone (r') can bz estimated from the pseudo-skin factor. The responses tend to form log-log straight lines with slopes of 1 - n(2). By plotting drawdown vs, t((1-n2)) on the double-logarithmic scale, the product of the hydraulic conductivity and the through-flow area at the wellbore radius (KA(2)) and the hydraulic diffusivity (D-2) of the aquifer can be estimated from the slope and the intercept. The hydraulic conductivity of the aquifer (K-2) is estimated by considering the through-flow area as a projection of an n(2)-dimensional sphere with a radius of r(wb) through three-dimensional space by an amount r'((3-n2)). The analyzed field example comprises a pumping test of a fracture zone aquifer in south-central Finland. For the pumping well, simultaneous matching of drawdown and derivative type-curves with observed responses can be used to verify the results of the early-time analysis and the proposed straight-line procedure. In addition, type-curve matching yields estimates of the hydraulic diffusivity ratio and a value of the dimensionless wellbore storage, The analyzed observation wells are considered to be sufficiently far from the inner zone. Consequently, type-curves are produced based on the dimensionless drawdown solution that is identical to generalized radial flow model. Type-curve matching of the observation well responses produces estimates for KA(2), K-2 and D-2. The obtained values are similar to previous studies that included models relying on integer flow dimensions. However, models relying on the fractional flow dimensions are capable to simulate the observed responses more accurately. (C) 2000 Elsevier Science B.V. All rights reserved. [References: 43]
机译:所代表的分析模型适用于裂缝带含水层,其中试井响应通常可以与涉及分流尺寸的模型匹配。该模型采用一个复合结构,该结构代表了通向抽油井的裂缝和包含实际含水层的裂缝系统。目的是根据混凝土参数评估近井区和含水层的水力特性,即使流量尺寸具有分数值也是如此。通过应用拉普拉斯变换解决了抽水井和观察井的无量纲缩水问题。如果内部区域的流量尺寸(n(1))大于约1.7,则抽水井的早期近似值可用于评估透射率(T-1)。长期的解决方案表明,内部区域会引起假皮肤效应,可以通过比较抽水井和观测井数据来估算。如果已知K-1,则可以根据伪皮肤因子估算内部区域(r')的范围。响应趋于形成斜率为1-n(2)的对数-对数直线。通过在双对数标度上绘制垂降vs,t((1-n2)),得出水力传导率和井眼半径处的通流面积(KA(2))与水力扩散率(D-2 )的含水层可以根据坡度和截距来估算。通过将通流面积视为半径为r(wb)的n(2)球体在三维空间中的投影量r',来估算含水层(K-2)的水力传导率。 ((3-n2))。分析的现场示例包括在芬兰中南部的裂缝带含水层的抽水试验。对于抽水井,可以将水位下降曲线和导数类型曲线与观察到的响应同时匹配,可以用来验证早期分析和建议的直线过程的结果。此外,类型曲线匹配可以得出水力扩散率和无因次井筒存储值的估计值。被分析的观测井被认为距离内区足够远。因此,基于无因次降落解决方案生成了类型曲线,该解决方案与广义径向流模型相同。观测井响应的类型曲线匹配产生KA(2),K-2和D-2的估计值。获得的值与先前的研究相似,后者包括依赖于整数流量维的模型。但是,依赖于分流尺寸的模型能够更准确地模拟观察到的响应。 (C)2000 Elsevier Science B.V.保留所有权利。 [参考:43]

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