Van Everdingen-Hurst Aquifer Model


Spreadsheet

38 rows x 3 columns

fx
A B C
1 Van Everdingen-Hurst Aquifer Model
2 Aquifer Properties
3 Aquifer Permeability 75 mD
4 Aquifer Thickness 80 ft
5 Aquifer Porosity 0.2 fraction
6 Total Compressibility 7E-06 1/psi
7 Water Viscosity 0.6 cP
8 Reservoir Radius 4000 ft
9 Aquifer Outer Radius 20000 ft
10 Encroachment Angle 360 degrees
11
12 Aquifer Constant (U) 2005.248 RB/psi
13 Dimensionless Radius 5 -
14
15 Dimensionless Time Calculation
16 Time (days) tD
17 30 1.061383929
18 90 3.184151786
19 180 6.368303571
20 365 12.91350446
21 730 25.82700893
22
23 Dimensionless Water Influx
24 Time (days) WD (infinite) WD (finite)
25 30 1.628130667 1.628130667
26 90 3.330607244 3.330607244
27 180 5.367298889 0.4457942264
28 365 8.912524941 10.5772591
29 730 14.93776091 11.97717129
30
31 Water Influx Calculation (dP = 200 psi)
32 dP 200 psi
33 Time (days) We Infinite (RB) We Finite (RB)
34 30 652961.1528 652961.1528
35 90 1335738.703 1335738.703
36 180 2152553.072 178785.5962
37 365 3574364.562 4242005.532
38 730 5990783.036 4803439.754

Description

Calculate water influx using the Van Everdingen-Hurst (VEH) transient aquifer model. This rigorous method handles both infinite and finite aquifers with time-dependent pressure response.

VEH Model:

  • Based on radial diffusivity equation solutions
  • Uses dimensionless time and radius
  • Applicable to early-time transient behavior
How to use this blueprint
  1. In Excel, go to the Petroleum Office ribbon tab and click Blueprint Manager
  2. Search for Van Everdingen-Hurst Aquifer Model
  3. Click on the blueprint to preview the spreadsheet template
  4. Click Insert to place it into your worksheet. Modify the input values to match your data.
Tags:
MBEaquifervehwater-influxtransient

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