Moreover, while the variability in the response time scales with dose under LL stimulation, timing variability remains low under duration-modulated SS stimulation.
Our analysis shows that the response time scales vary spatially, but are equivalent for pumping, injection and associated recovery processes.
Furthermore, our dimensionless framework allows us to predict the response time scales for a range of applications including small scale laboratory problems and large scale field problems.
Besides quantitative disagreements in response time scales, the qualitative transient features of OH at rich conditions are not predicted in the computations.
Here, we present a novel approach and use the concept of mean action time to predict aquifer response time scales in a two-dimensional radial geometry for pumping, injection and recovery processes.
A major challenge in studying coupled groundwater and surface-water interactions arises from the considerable difference in the response time scales of groundwater and surface-water systems affected by external forcings.
This indicates that the query response times scale with an increased database size with at most linear time complexity.
Sensitivity analyses show that the SWI response time-scales under active SWI situations are influenced by both the initial and final boundary head differences.
We show that the resulting numerical codes can be effectively used to study a number of experimental observables such as effective magnetic permeabilities and response time-scales which are of crucial importance in the design of MR fluids.
Relationships between key features of active SWI (e.g., interface characteristics and SWI response time-scales) and the parameters of the problem (e.g., inland FHD, freshwater-seawater density contrast, dispersivity, hydraulic conductivity, porosity and aquifer thickness) are explored for the first time.
