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<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 <br />