Lecture 28
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Bouwer and Rice Method
Fetter 7.5.4
Uses Theims Equation-
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| rc - radius of well casing(L) | |
| R - radius of gravel envelope (L) | |
| Re - effective radial distance over which head is dissipated(L) | |
| Le - length of screen | |
| H0 - drawdown at t = 0 | |
| H - drawdown at t = t | |
| t - time since H = H0 |
Bouwer and Rice established way for getting Re/R
If Lw < h (saturated thickness) partially penetrating-
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| A, B, C are dimensionless from curve of Bouwer. |

Figure 7.24 Geometry and symbols for a slug test on a partially
penetrating screened well in an unconfined aquifer with a gravel

Figure 7.25 Dimensionless parameters A, B, and C plotted as a
function of Le/rw. These parameters are used in the determination

Methods of Determining Values of Selected Hydraulic Parameters
Method Parameter |
Grain size Analysis |
Lab permeameter |
Slug Test |
Pumping Test |
Flow Net |
Kh |
X |
X |
X |
X |
X |
Kv |
X |
s |
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T |
X |
X |
X |
X |
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S or Sy |
X |
s |
X |
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K |
X |
X |
X |
s = some test methods
Uncon-fined |
Confined |
Natural |
Anthro-pogenic |
Short-lived |
Diurnal |
Seasonal |
Long term |
Climatic |
|
Ground-water Recharge |
X |
X |
X |
X |
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Air trapped during recharge |
X |
X |
X |
X |
|||||
ET and plant use |
X |
X |
X |
X |
|||||
Bank-storage effects |
X |
X |
X |
X |
|||||
Tidal effects |
X |
X |
X |
X |
|||||
Atmospheric pressure effects |
X |
X |
X |
X |
X |
||||
Earthquakes |
X |
X |
X |
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G-w pumping |
X |
X |
X |
X |
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Deep-well injection |
X |
X |
X |
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Artificial recharge |
X |
X |
X |
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Agricultural irrigation |
X |
X |
X |
X |
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Geotechnical drainage of mines, ... |
X |
X |
X |