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<br />...... <br />c..J <br />c.a .., <br />W <br /> <br />8 <br /> <br />concentrations associated with rill flow, and higher SMC values. <br /> <br />Furthermore, she observed that rill flow has a much higher rate of <br /> <br />erosion than that of sheet flow, therefore it introduces more sediment <br /> <br />and salt to the runoff. <br /> <br />Investigations on SMC of surficial materials have been conducted <br /> <br />by Laronne (1977), the Bureau of Land Management (1978), and others. <br /> <br />Samples tested by Laronne show: 1) the dominant mineral in Mancos <br /> <br />Shale is gypsum, while calcite, dolomite, and gypsum are dominant in <br /> <br />all uvium; 2) soil crust salinity increases as the permeability decreases <br /> <br />and the SMC of the underlying material ,increases; 3) SMC increases <br /> <br />with depth in shallow alluvium overlying Mancos Shale; 4) a uniform <br /> <br />SMC with depth characterizes deep and leached bed materials and <br /> <br />terrace deposits; and 5) Mancos Shale hillslopes contain an appreciably <br /> <br />higher content of soluble minerals than do alluvial samples. <br /> <br />The Bureau of Land Management has made' the following salinity <br /> <br />classification: 1) soils developed on gravel pediment surfaces are <br /> <br />non saline (EC <4000 ]Jmho/cm) in the top 75 CM, but saline at greater <br /> <br />depths; 2) soils developed on Mancos Shale are nonsaline in the top <br /> <br />30 cm, but saline at greater depths; and 3) soils on alluvial deposits <br /> <br />are saline throughout the profile. <br /> <br />Carter (1980) studied pediment gravels and the gravel-bedrock <br /> <br />interface and related his findings to salinity. Although no samples <br /> <br />were collected, he proposed that where ground water could migrate <br /> <br />through pediment gravel, it would become highly saline from the calcite <br /> <br />cement in the gravels and from leached salts concentrated at the <br /> <br />gravel-bedrock interface <br /> <br />.. <br />