The present chapter also provides details on hydraulic model tests that have been carried out to study the stability of the wave-dissipating blocks in a detached breakwater against solitary tsunami waves.
A number of challenges remain and are amplified with a drive toward fully-coupled, three-dimensional hydraulic fracture modeling that accounts for host-rock heterogeneity.
We developed a general three-dimensional hydraulic fracturing model that accounts for fluid flow and heat transfer in the wellbore and the fracture, and the geomechanics of fracturing including fracture initiation, growth and propagation, and the stress shadow effect.
With a case study of Newport Beach, California, we show that tidal flooding can be resolved along streets and at individual parcels using a 2D hydraulic inundation model that captures embayment amplification of the tide, overtopping of flood defenses, and overland flow along streets and into parcels.
This paper is concerned about aquifer models that are affected by the uncertainty on hydraulic conductivity and recharge.
We include here only the models that were the most reliable for the targeted soil hydraulic property, as determined by the series of tested input parameters in a hierarchical order of input requirements.
The model consists of a rainfall runoff model (HEC-HMS) that converts precipitation excess to overland flow and channel runoff, as well as a hydraulic model (HEC-RAS) that models unsteady state flow through the river channel network based on the HEC-HMS-derived hydrographs.
In this paper, we will review the numerical works that have been done in the last decade to model opening of natural fractures during hydraulic fracturing, focusing especially on mechanical models that address propagation of hydraulic fractures in naturally fractures reservoirs.
Entrapment was quantified using experimentally verified hydraulic property and residual saturation models that account for hysteresis and wettability variations.
The thermal and the hydraulic models are solved separately so that two solution spaces are represented in the same plot.
