TY - JOUR
T1 - On the Reliability of Variable-Rate Pumping Test Results
T2 - Sensitivity to Information Content of the Recorded Data
AU - Naderi, Mostafa
AU - Gupta, Hoshin V.
N1 - Funding Information:
The first author is thankful for the support from the Institute for Advanced Studies in Basic Sciences (IASBS) of Zanjan, Iran. The variable‐rate Pumping Test Analysis Tools (PTA tools) that were developed in FORTRAN environment and used to carry out the experiments reported in this paper are available from the public repository through the website ( https://data.mendeley.com/datasets/jk5cthwhh4/draft?a=8f8ea271-ff9c-47a6-b34b-31602f41a5aa ).
Publisher Copyright:
©2020. American Geophysical Union. All Rights Reserved.
PY - 2020/5/1
Y1 - 2020/5/1
N2 - Pumping tests are widely used to estimate parameters such as transmissivity and storativity, using aquifer response equations that assume a time-constant pumping rate. However, in actual practice the discharge rate will often vary erratically and follow a generally decreasing trend as the test proceeds. In such cases, if the discharge history is recorded with sufficient temporal fidelity, accurate solutions can be obtained via time domain piecewise-linear numerical integration. However, if the discharge data do not adequately characterize the variability in the dynamics of the pumping rate, the result can be information loss leading to bias in the inferred parameter estimates. Here, we investigate the severity of this problem for six selected aquifer types, including those that are confined, leaky, and unconfined. Our results indicate that the effects of information loss due to inadequate temporal resolution of the discharge data and systematic observational error are significantly more severe than due to random observational error. The implication is that operators should make a concerted effort to record the pumping rate at the highest practical temporal resolution throughout the duration of the test.
AB - Pumping tests are widely used to estimate parameters such as transmissivity and storativity, using aquifer response equations that assume a time-constant pumping rate. However, in actual practice the discharge rate will often vary erratically and follow a generally decreasing trend as the test proceeds. In such cases, if the discharge history is recorded with sufficient temporal fidelity, accurate solutions can be obtained via time domain piecewise-linear numerical integration. However, if the discharge data do not adequately characterize the variability in the dynamics of the pumping rate, the result can be information loss leading to bias in the inferred parameter estimates. Here, we investigate the severity of this problem for six selected aquifer types, including those that are confined, leaky, and unconfined. Our results indicate that the effects of information loss due to inadequate temporal resolution of the discharge data and systematic observational error are significantly more severe than due to random observational error. The implication is that operators should make a concerted effort to record the pumping rate at the highest practical temporal resolution throughout the duration of the test.
KW - Duhamel's principle
KW - aquifer parameters
KW - confined, unconfined and leaky aquifers
KW - information loss
KW - time domain numerical integration
KW - variable-rate pumping tests
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U2 - 10.1029/2019WR026961
DO - 10.1029/2019WR026961
M3 - Article
AN - SCOPUS:85085489959
SN - 0043-1397
VL - 56
JO - Water Resources Research
JF - Water Resources Research
IS - 5
M1 - e2019WR026961
ER -