Sentence examples for water flow problem from inspiring English sources

The separation of healthy and devastated mangrove trees by the road suggested a water flow problem.

As in Fig.  10, we applied a virtual body force g and periodic boundary conditions in calculating permeability based on LBM solution of the water flow problem.

In this paper we present an adaptive multiscale finite element method for solving the unsaturated water flow problems in heterogeneous porous media spanning over many scales.

To demonstrate the efficiency and accuracy of the proposed stochastic MsFEM with the HDMR technique, a few numerical experiments are carried out for the transient water flow problems in heterogeneous random media with different correlation lengths and various degrees of spatial variabilities.

The evaluation is conducted through simulations and practical essays with two different plants: a first order water flow rate problem and a second order under-damped electronic circuit.

The decreased water flow created problem of siltation which has resulted in frequent occurrence of tidal bores.2 This led to overall reduction in navigability.

Numerical schemes are presented for solutions to the general transport (convection diffusion) equation, Euler Equations and Shallow Water Equations with results presented for several benchmark gas and shallow water flow engineering problems.

So much reedy tule has sprouted along the banks, like bushy tufts of hair, that officials have called in a huge floating weed whacker, nicknamed the Terminator, to cut through it and help keep the water flowing — a problem inconceivable in years past.

The DIDAS software package, based on analytical solutions of linearized water flow and uptake problems, assists in drip-irrigation system design and irrigation scheduling.

They have various applications in realistic fields such as blood flow problems, semiconductor problems, hydrodynamic problems, thermoelectric flexibility, underground water flow and so on.

The problem of water flow around a tunnel cavity located in the saturated capillary fringe on top of a very permeable, freely draining substratum is considered for the critical non-leakage condition when there is uniform vertical downward flow through the upper surface of the saturated region.