frank1010111/pywaterflood
Capacitance resistance models for waterflood connectivity
PythonBSD-2-Clause
Issues
- 0
Koval fractional flow
#64 opened by frank1010111 - 0
van Everdingen-Hurst model
#41 opened by frank1010111 - 3
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JOSS review: edit docs to follow suggestions
#80 opened by frank1010111 - 2
Unable to run buckley-leverett.ipynb :bug:
#78 opened by amandersillinois - 0
Add injection optimization tutorial
#72 opened by frank1010111 - 0
Add forecasting tutorial
#70 opened by frank1010111 - 0
ML-style gain penalties
#65 opened by frank1010111 - 1
Connectivity plots
#68 opened by frank1010111 - 0
Account for producer shutins
#69 opened by frank1010111 - 2
:bug: docs no longer building
#61 opened by frank1010111 - 0
Buckley Leverett frontal advance equation
#42 opened by frank1010111 - 0
Python 3.12 support
#58 opened by frank1010111 - 1
submit to JOSS
#44 opened by frank1010111 - 0
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- 2
Python 3.11 compatibility
#15 opened by frank1010111 - 0
Unit tests failing in python 3.10
#5 opened by frank1010111 - 2
Hello, I would like to ask you a question. Do these codes still apply if the reservoir contains side or bottom water?
#6 opened by Cythina12 - 1
capture bottomhole pressure variation
#1 opened by frank1010111