<br />sod. an average of 8.9 inches of water entered the
<br />ground in 2 hours as compared with 7.5 inches under
<br />mesquite and 3.5 inches under bare soil.
<br />
<br />There are other studies dealing with the effect
<br />of plant cover on infiltration. Some results were not
<br />very clear-cut and conclusive because other factors
<br />were also taken into consideration in their studies,
<br />whereas others analyzed data statistically without
<br />giving a due account of their results. It is not
<br />intended to elaborate a review of such studies herein,
<br />but those who are interested in the subject may refer
<br />to, for example, Bertoni, Larson, and Shrader (1958),
<br />Smith and Leopold (1942), Woodward (1943),
<br />Osborn (1952), Hanks aod Anderson (1957),
<br />Meeuwig (1970), and Fletcher (1960).
<br />
<br />In the preceding review, the kind of cover was
<br />mainly stressed, but none of the studies compared
<br />different cover densities on the same soil as it is
<br />affecting infiltration,
<br />
<br />Effect of rainfall
<br />
<br />Linsley, KoWer, and Paulhus (1949) have reo
<br />ported that rainfall intensity has little effect on the
<br />rate of infiltration when it exceeds the capacity rate.
<br />This agrees with the findings of Schreiber and Kincaid
<br />(1967), but disagrees with those of Fletcher (1960),
<br />Willis (1965) has found that the infiltration rate of a
<br />bare soil was reduced by an increase in kinetic energy
<br />of rainfall which is a function of the velocity of
<br />impact of raindrops and of the rainfall intensity,
<br />However, Duley and Kelley (1939) observed no
<br />significant difference in either total intake or infIltra.
<br />tion rate, although there is a difference in the rate of
<br />application of water which materially exceeded the
<br />rate of intake. Local experimentation on the variation
<br />of infiltration capacity with rainfall intensity showed
<br />predominant variation for bare soil, as noted by
<br />Horner and Jens (1942), and a lesser amount of
<br />variation for sodded areas.
<br />
<br />Duley and Kelley (1939) also found that when
<br />the rate of application of water was sufficient to give
<br />runoff, a fairly definite amount of water entered the
<br />soil and any amount of application in excess of this
<br />intake appeared in the runoff. During the progress of
<br />their tests on cultivated plots of four soil types with
<br />different slopes and different rates of application, it
<br />became increasingly clear that rainfall and its related
<br />factors were exerting only a minor influence on the
<br />intake rate.
<br />
<br />Duley (1939) observed that the rapid reduction
<br />in the rate of intake by cultivated soils, as rain
<br />continuously fell on the soil surface, was
<br />accompanied by the formation of a thin, compact
<br />layer at the soil surface, and that the water was able
<br />
<br />to pass through this layer very slowly, He postulated
<br />that this thin, compact surface layer was apparently
<br />the result of severe structural disturbance due in part
<br />to the beating effects of the raindrops, and in part, to
<br />an assorting action, as water flowed on the soil
<br />surface, fitting fine particles around the larger ones to
<br />form a relatively impervious seal. His data showed
<br />that this thin, compact layer had a greater effect on
<br />intake of water than the soil type, slope, moisture
<br />content, or soil profile characteristics. Later, Duley
<br />and Kelley (1939) successfully prevented the forma.
<br />tion of this semi-impervious layer, often a few
<br />millimeters thick, by breaking down the soil structure
<br />by the impact of raindrops on the soil surface, using a
<br />cover of straw or a growing crop.
<br />
<br />Ellison (1950) in his study of soil erosion by
<br />rainstorms has reported that raindrops working
<br />through the splash (impact plus spatter) process break
<br />down clods and crumbs of soil and' compact these
<br />broken materials. The inflow of surface water made
<br />muddy by splash further seals surface cracks and
<br />pores, and tends to waterproof the soil surface. Tests
<br />on open ranges showed that with good grass cover
<br />only about a ton of soil per acre was splashed and the
<br />.water intake was 2.66 inches during a 15 minute
<br />period. On other areas where there was less forage,
<br />the splash tended to increase and water intake tended
<br />to decrease with reduction in vegetal cover. Finally,
<br />on bare areas where there was no cover at all, 70 tons
<br />per acre of soil were splashed and water intake was
<br />reduced to 0,10 inches in 15 minutes.
<br />
<br />Green (1962) has also concluded that surface
<br />sealing diminishes the effect of antecedent moisture
<br />on infiltration because the hydraulic conductivity of
<br />the immediate soil surface controls water flow into
<br />the soil and surface sealing does not allow suction
<br />gradients to control the rate of infiltration,
<br />
<br />Duley and Domingo (1949) found that on an
<br />area affected by overflow deposits and trampling of
<br />animals, intake rate on bluegrass land was reduced to
<br />a very low point. Le., from a normal 2.02 inches per
<br />hour down to 0.14 inches per hour under dry
<br />conditions and from a normal of 0.85 inches per hour
<br />to 0.13 inches per hour under wet conditions,
<br />
<br />Effect of soil-surface slope
<br />
<br />Duley and Kelley (1939) on four soils tested
<br />four different slopes, 2 percent, 4 percent, 6 percent,
<br />and 10 percent. They noted that there was a
<br />tendency for the amount of water intake to decrease
<br />slightly with increase in slope, The greatest intake was
<br />found on the gentlest slope, particularly 2 percent
<br />slope or less. Their observations that the degree of
<br />slope has only a slight effect on infiltration were
<br />reported to be in line with earlier investigations.
<br />
<br />8
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