Abstract:The evaluation of well yields conventional timedrawdown methods is based on the assumption of infinite-acting radial flow (IARF) of groundwater to a well. However, long-term well yields are controlled by heterogeneities and, as suggested here, by the presence of linear features and aquitard leakage, and the subsequent departures from IARF. Accurate prediction of long-term well yields therefore requires an evaluation of aquifer heterogeneities. Derivative techniques combined with aquifer geology and convention… Show more
“…Slopes somewhat less than 1/2 are commonly reported, in part because most reported pumping tests for buried‐valley aquifers only had observation wells located near the pumped well, as is routine for sheet aquifers. For example, Andersen and Haman (1970, Figure 6); Shaver and Pusc (1992, Figure 6) and Parks and Bentley (1996, Figures 6 and 9) each presented pumping test results that have typical “straight‐line” strip aquifer behavior. The drawdown data for the Estevan Valley Aquifer (Figures 1 and 5) also illustrate such behavior.…”
Section: Discussionmentioning
confidence: 99%
“…Long and narrow strip aquifers in the form of buried‐valley deposits confined by low‐permeability aquitards are common in the glaciated terrain of northern North America and north‐western Europe (Andersen and Haman 1970; Kehew and Boettger 1986; Shaver and Pusc 1992; Parks and Bentley 1996; Maathuis and Thorleifson 2000; Desbarats et al 2001; Sandersen and Jorgensen 2003; Russell et al 2004; BurVal Working Group 2006; Seifert et al 2008; Ahmad et al 2009). These aquifers occur as long and narrow, highly transmissive, sand and gravel units that are incised into much less permeable clay‐rich formations or into the less permeable bedrock.…”
The buried-valley aquifers that are common in the glacial deposits of the northern hemisphere are a typical case of the strip aquifers that occur in many parts of the world. Pumping from a narrow strip aquifer leads to much greater drawdown and much more distant drawdown effects then would occur in a sheet aquifer with a similar transmissivity and storage coefficient. Widely used theories for radial flow to wells, such as the Theis equation, are not appropriate for narrow strip aquifers. Previously published theory for flow to wells in semiconfined strip aquifers is reviewed and a practical format of the type curves for pumping-test analysis is described. The drawdown response of strip aquifers to pumping tests is distinctive, especially for observation wells near the pumped well. A case study is presented, based on extensive pumping test experience for the Estevan Valley Aquifer in southern Saskatchewan, Canada. Evaluation of groundwater resources in such buried-valley aquifers needs to take into account the unusually large drawdowns in response to pumping.
“…Slopes somewhat less than 1/2 are commonly reported, in part because most reported pumping tests for buried‐valley aquifers only had observation wells located near the pumped well, as is routine for sheet aquifers. For example, Andersen and Haman (1970, Figure 6); Shaver and Pusc (1992, Figure 6) and Parks and Bentley (1996, Figures 6 and 9) each presented pumping test results that have typical “straight‐line” strip aquifer behavior. The drawdown data for the Estevan Valley Aquifer (Figures 1 and 5) also illustrate such behavior.…”
Section: Discussionmentioning
confidence: 99%
“…Long and narrow strip aquifers in the form of buried‐valley deposits confined by low‐permeability aquitards are common in the glaciated terrain of northern North America and north‐western Europe (Andersen and Haman 1970; Kehew and Boettger 1986; Shaver and Pusc 1992; Parks and Bentley 1996; Maathuis and Thorleifson 2000; Desbarats et al 2001; Sandersen and Jorgensen 2003; Russell et al 2004; BurVal Working Group 2006; Seifert et al 2008; Ahmad et al 2009). These aquifers occur as long and narrow, highly transmissive, sand and gravel units that are incised into much less permeable clay‐rich formations or into the less permeable bedrock.…”
The buried-valley aquifers that are common in the glacial deposits of the northern hemisphere are a typical case of the strip aquifers that occur in many parts of the world. Pumping from a narrow strip aquifer leads to much greater drawdown and much more distant drawdown effects then would occur in a sheet aquifer with a similar transmissivity and storage coefficient. Widely used theories for radial flow to wells, such as the Theis equation, are not appropriate for narrow strip aquifers. Previously published theory for flow to wells in semiconfined strip aquifers is reviewed and a practical format of the type curves for pumping-test analysis is described. The drawdown response of strip aquifers to pumping tests is distinctive, especially for observation wells near the pumped well. A case study is presented, based on extensive pumping test experience for the Estevan Valley Aquifer in southern Saskatchewan, Canada. Evaluation of groundwater resources in such buried-valley aquifers needs to take into account the unusually large drawdowns in response to pumping.
“…Because the logarithmic derivative is sensitive to slight changes of the drawdown curve, the derivative analysis allows us to find the well storage and skin effects in the drawdown curve, and to characterize the groundwater flow dimensionality and boundary conditions of an aquifer (Walker and Roberts ). Thus, it has been frequently used to conceptualize an oil reservoir in petroleum engineering (Bourdet et al ; Ramey ; Ehlig‐Economides et al ; Horne ) and to improve the estimation of the hydraulic properties of a heterogeneous aquifer in the subject of hydrogeology (Parks and Bentley ; Beauheim et al ; Samani et al ; Renard et al ).…”
In this study, the derivative analysis using the derivative of drawdown with respect to log-time was utilized to determine candidates for hydraulic conductor domains (HCDs). At a 500-m deep borehole in the study site, the fractured rocks crossing the borehole were first classified in fractured and nonfractured zones by core logging and geophysical loggings, such as acoustic televiewing, density, and flow loggings. After conducting the hydraulic tests such as constant head withdrawal and recovery tests at the fractured zones and the nonfractured zones, the derivative analyses were carried out, of which the results were evaluated to determine the candidates for HCDs. For the nonfractured zones, the diagnostic plot has only a big hump indicating poor connection of the background fractures to the permeable geologic media, while those of the candidates for HCDs show various flow regimes. On the basis of these results, the candidates for HCDs among the fractured zones were determined. From discussion on the results, the combination of the spacing analysis and derivative analysis following a hydraulic test is recommended for determining the candidates for HCDs rather than other geophysical loggings.
“…The use of derivative plots generated from drawdown data has become a common practice in the analysis of aquifer parameters for all types of aquifer settings and pumping test methodology. Parks and Bentley () used the derivative analysis to assess which sections of the drawdown data collected from short‐term aquifer tests in heterogeneous aquifers fall in the infinite acting radial flow. Pressure derivative type analysis was also used on slug tests within confined aquifers (e.g.…”
The standard practice for assessing aquifer parameters is to match groundwater drawdown data obtained during pumping tests against theoretical well function curves specific to the aquifer system being tested. The shape of the curve derived from the logarithmic time derivative of the drawdown data is also very frequently used as a diagnostic tool to identify the aquifer system in which the pumping test is being conducted. The present study investigates the incremental area method (IAM) to serve as an alternative diagnostic tool for the aquifer system identification as well as a supplement to the aquifer parameter estimation procedure. The IAM based diagnostic curves for ideal confined, leaky, bounded and unconfined aquifers have been derived as part of this study, and individual features of the plots have been identified. These features were noted to be unique to each aquifer setting, which could be used for rapid evaluation of the aquifer system. The effectiveness of the IAM methodology was investigated by analyzing field data for various aquifer settings including leaky, unconfined, bounded and heterogeneous conditions. The results showed that the proposed approach is a viable method for use as a diagnostic tool to identify the aquifer system characteristics as well as to support the estimation of the hydraulic parameters obtained from standard curve matching procedures.
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