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The process by which water rises toward the surface of a body of water is known as current or upwelling.

In soils, upward flow of water in warm climates may also be referred to as upwelling and is caused by a process known as partially saturated flow and is a product of the variation in soil suction in the soil layer above the water table which is caused in this case by evaporation and transpiration. For an explanation of the process see the following:

In soils where there is a water table, the layer of soil above the water table actually does contain some pore water, and this water is present due to capillary action. However the layer is not 100 % saturated and is therefore known as the partially saturated or vadose zone. The pore water in this zone exerts a suction (negative pore water pressure) on the soil .

In a climate where evaporation and infiltration are perfectly balanced (or more realistically where the ground surface is covered) is said to be in hydrostatic equilibrium. As such, the pore pressures above the water table in the partially saturated zone become increasingly negative towards the surface and in this specific condition, the magnitude of the pressure head at a given point in the vadose zone is equal to the elevation head above the water table.

To understand this we need to look at the following equation:

H = Phi + Z

Where:

H = Hydraulic Head (m)

Phi = Pressure Head = PWP / Unit weight of water = height difference between phreatic surface of water and point of interest (m)

Z = Elevation Head (m) = height of point of interest relative to reference datum

Based on the above, the hydraulic head is equal to the sum of the pressure head and the elevation head (which in our static equilibrium example have equal magnitudes but opposite signs - as the porewater pressure is negative and therefore so is the pressure head), meaning that at all depths above the groundwater level the hydraulic head is zero. As such there is no change in hydraulic head with changing depth and so no hydraulic gradient and ultimately no fluid flow.

However in a warmer climate, or upon removal of any cover, evaporation leads to increasingly negative pore pressures in the partially saturated zone above the water table to magnitudes greater than the elevation head. Therefore the hydraulic head becomes an increasingly negative non zero value towards the surface. As such there is a negative hydraulic gradient within the partially saturated zone that leads to flow upwards towards the ground surface.

Partially saturated soil mechanics is a complex subject normally only taught at post graduate level in geotechnical engineering and in specialised soil mechanics courses.

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