OFFICIAL EXHIBIT - NRC-110-00-BD01 - Kruseman, G.P. and N ...Analysis and Evaluation of Pumping Test...
Transcript of OFFICIAL EXHIBIT - NRC-110-00-BD01 - Kruseman, G.P. and N ...Analysis and Evaluation of Pumping Test...
Analysis and Evaluation of Pumping Test Data Second Edition (Completely Revised)
G.P. Kruseman Senior hydrogeologist, TNO Institute of Applied Geoscience, Delft
N.A. de Ridder Senior hydrogeologist, International Institute for Land Reclamation and Improvement, Wageningen and Professor in Hydro geology, Free University, Amsterdam
With assistance from J.M. Verweij Freelance hydrogeologist
Publication 4 7
International Institute for Land Reclamation and Improvement, P.O. Box45, 6700 AA Wageningen, The Netherlands, 1994.
NRC-110 Submitted: 9/28/2015
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9/28
/201
510
/8/2
015
W(u)
101 : I I 1
s1
i~ :n:i~)es I I I I I II I . I I I " II
I I I . ' ' ~ ~ - 100 0 o• -- - -
- - 010 -.. - . --· I - ~ -. -
I- < -S=0.16 v· . ..
... . , . ~ --· -- - I- ~ • -... ... v • -I- ..
I -.... 10-l -.... . -.__ -... . ... J I -.
/ - : -
- I I -I I . I ,,
I I - -
I-
10·2 I -.... -._ 104 10·3
I" 10-2 10-1 100....::: ..... I- t /r2- 1.5 )( 1 o-3 t/r2 in min/m2 -... r in metres
0=30 -I-
• ~90 -0. =215
I I I I I I I I I I I I I I II "
Figure 3.6 Analysis of data from pumping test 'Oude Korendijk' with the Theis method, Procedure 3.3
Remarks - When the hydraulic characteristics have to be calculated separately for each pie
zometer, a plot of s versus tors versus 1/t for each p1ezometer is used with a type curve W(u) versus l /u or W(u) versus u, respectively;
- In applying the Theis curve-fitting method, and consequently all curve-fitting methods, one should, in general, give less weight to the early data because they may not closely represent the theoretical drawdown equation on which the type curve is based. Among other things, the theoretical equations are based on the assumptions that the well discharge remains constant and tha t the release of the water stored in the aquifer is immediate and directly proportional to the rate of decline of the pressure head. In fact. there may be a time lag between the pressure decline and lhe release of stored water, and initially also the well discharge may vary as the pump is adjusting itself to the changing head. This probably causes initial disagreement between theory and actual flow. As the time of pumping extends, these effects are minimized and closer agreement may be attained~
- 1 f the observed data on the logarithmic p]ot exhibit a flat curvature, several apparently good matching positions, depending on personal judgement, may be obtained. In such cases, the graphical solution becomes practically indeterminate and one must resort to other methods.
Example33 The Theis method will be applied to the unsteady-state data from the pumping test
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