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Moreover, the drainage test was investigated for both prototypes.
A second drainage test was conducted during the rainy season in August.
Moreover, the value of drainage test was 0.0224 L/s in asphalt pavement.
The mixture was designed based upon a binder drainage test and a raveling test.
The drainage test is carried out on a single and multiple fracture systems as shown in Fig. 6.
The model is validated against first, the analytical solution by Buckley Leverett, simulating the oil drainage test in a glass bead model by Fahad (2013).
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The capability of the technique is demonstrated through drainage tests performed on different foaming systems.
Numerical results of fluid flow profiles and the optimized relative permeability curves for single fracture with different orientations and experimental validation with oil drainage tests are presented.
Gravity drainage tests were performed using dyed n-heptane and gasoil with Sudan-red, air, and distillated water to simulate oil phases, gas phase, and water phase, respectively.
Fahad (2013) performed unsteady-state drainage tests on a glass bead model using single and multiple fractures (both parallel and intersected) with different orientation angles.
Two types of injection tests with different rates are conducted: single-phase (supercritical CO2) injection and co-injection (equilibrated CO2 and brine) cases are considered for drainage tests.
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