field hydrologic cycle chapter 6. radiant energy drives it and a lot of water is moved about...
TRANSCRIPT
Field hydrologic cycle
InfiltrationRunoffEvaporationTranspirationPercolationCapillary Rise
Drainage and Irrigation
Field Hydrologic Cycle This is the focus here--movement at a place--and these are the paths.
(any precipitation)
Infiltration
Water on soil may do what?
Principally, either infiltrate the soil surface or runoff from it.Of course, some of the water on the soil surface evaporatesbefore it has time to infiltrate or runoff. Ignore this.
Also, there is a proportion of any rain that is intercepted bycanopy or surface residue that does not reach the soil surfaceand evaporates.
i = intensity of rain (cm / h)
KS = saturated conductivity (cm / h)
If
i KS, what happens?
i > KS, what happens?
If the intensity of rainfall is less thanthe saturated hydraulic conductivity,all of the water that reaches the soilsurface should infiltrate it. On the other hand if the intensity is greater,it would seem that the difference, i – Ks would runoff. But not so. Itdepends.
Recall Darcy’s Law for saturated flow,
Q = KS A ([D + L] / L)
This form is right for flow through a depth of porous material that is openTo the atmosphere at the bottom and has water on the upper surface butIt is a simplified form. The complete form would be,
Q = KS A ([pressure @ top + elevation @ top] – [pressure @ bottom + elevation @ bottom]) /
(elevation @ top – elevation @ bottom)
The denominator is length of flow and the numerator is the difference intotal water potential (pressure + gravitational) at the top and bottom, i.e.,the hydraulic gradient the is causing water flow. The simplified form comesabout because the pressure at the bottom is atmospheric (0), the elevation atthe bottom is the reference point (0), the pressure at the top is the depth ofwater (D) and the gravitational potential at the top is L relative to the bottom.
Now, let’s apply this way of thinking to a long column of soil that is unsaturatedbut that has become saturated just a the very surface due to rain at i > Ks.
Take the reference point at 1 cm below the surface. There the soil is still unsaturated and the water is under tension, say a – 100 cm (recall that whenwater potential is expressed as energy per weight, the unit is length). At the surface there is neither a positive pressure potential nor tension, i.e., the pressure (or tension) is 0. Writing Darcy’s Law for this situation,
Q = Ks A ([0 + 1] – [-100 + 0]) / (1 – 0) = Ks A (101 / 1)
Divide this by A to give flux, q, which has the units of depth per time,
q = Ks 101.
This is the maximum possible infiltration rate under these conditions. If the intensity of rain was > q = Ks 101, there would be some runoff but if theintensity was only > Ks, clearly there would not be runoff, just infiltration.
However, as infiltrating water moves deeper into the soil, the water content at 1 cm increases and the tension at that point decreases, i.e., becomes lessnegative so q decreases. As infiltration proceeds, there will come a timewhen q decreases to i and thereafter q < i so that runoff occurs.
When the soil at 1 cm is saturated, q = Ks. So the orange curve makes sense. Red one, too.
If the soil is already wet when it startsraining will runoff begin sooner than if thesoil had been drier?
Besides rain intensity
Initial soil moistureCrustSlope
Controls the soil water tension below the surface, so the answer to the belowquestion is obviously, yes.
This has to do withthe hydraulic conduc-tivity right at the surface.
Crust formation
Raindrops destroy aggregates Detached particles clog pores
So the hydraulic conductivity decreases, typically, a lot.Consequently, more runoff, no?
This old study illustrates the importance of protecting the soil surface fromthe effect of raindrop impact destroying surface aggregates and creating acrust. Even with i < initial Ks, a decrease in Ks results in runoff.
Evapotranspiration (ET)
Evaporation (E) and transpiration (T)
Both are evaporative processes,just different paths. So, oftenthe two a discussed jointly.
Factors affecting E and T
Radiant energy ET or
Vapor pressure ET
Temperature ET
Wind speed ET
Soil water ET
For the direction ofarrows shown, ET increases. Make sense?
By vapor pressure, what is meant is water vaporpressure in the air, i.e.,humidity.
Evaporation
Curves look a lot like infiltration curves exceptthey don’t approach a positive minimum, zeroinstead. The explanation is very similar to thatfor decrease in infiltration rate. See next slide.
Imagine a uniformly wet, say saturated, soil at time zero when evaporationbegins. Write Darcy’s Law for the upper 1 cm like before in terms of matric(tension) and gravitational potential,
q = K* ([-100 + 1] – [0 + 0]) / 1 = -K* 99
Here the flux, q, is not possible maximum, like with infiltration but real, and driven by radiant energy, wind speed, etc. (the external evaporativity). It won’ttake long before very surface of the soil has lost water and the water thereis under tension, say -100 cm. Also, the conductivity at the surface, K*, is lessthan the saturated conductivity. Notice the flux is negative, i.e., up, not down.
Now, let this surface drying continue so that the tension in water at the surface increases. Also, let the upward movement of water from below the surface continue so that at 1 cm the soil dries and tension increases there. Forthe sake of argument, call the tension at the surface –2000 cm and thetension at 1 cm –1990 cm. At this point, the conductivity is a lot less, K**, so
q = -K** 9
which is very most likely considerably less than the external evaporativity.
PercolationRunoff
Runoff rainfall > infiltration
Percolation infiltration > ET
Would you expect more percolation in thewinter or in the summer?
OK, runoff occurs when rainfall > infiltration. So, too,downward movement of water in the soil (percolation)occurs when infiltration > ET.
Percolation and Groundwater
Soil surface Vadose zone
Water table################################## Groundwater$$$$$$$$$$$$$$$$$ $$$$$$$$$$$$$$$$$ Impervious layer
This is supposed to represent groundwater morphology, a saturated zone abovean impervious layer and an unsaturated zone about this (called vadose zone).Arrows show percolation, recharging the saturated zone.
Just above water table is a saturated zone atless than air pressure
Capillary fringe
Height depends on largest pore size
Due to capillarity, pores canremain filled with water upto a certain tension – the smaller the pores, the greater(more negative pressure) thistension.
However, bore a well and water willfill it to depth of the free water surface, i.e., at atmospheric pressure, which is lower than the depth at which the soilis saturated.
Upward movementreplenishes soil water
What’s a potentialproblem here?
This movement is due to a gradient inmatric potential (tension) that exceedsthe downward gradient in gravitationalpotential.
Land Drainage
Surface and subsurface
AerationSoil warms fasterQuicker access for operations
The reason for drainage is to improve aeration, however,there are these other benefits pertaining to planting and operations.
Curious phenomenon, radial flow to drains. The streamlines shown bythe dye are perpendicular to the steepest gradient in water potential.
So, would it take more closely spaced drain lines to lower a shallow water table in a sand or in a clay and why so?