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<br />w <br />w <br />l\j <br />w;;.. <br /> <br />Figure <br /> <br />2.1. <br /> <br />2.2. <br /> <br />2.3. <br /> <br />2.4. <br /> <br />2.5. <br /> <br />2,6. <br /> <br />2,7. <br /> <br />2.8. <br /> <br />3.1. <br /> <br />4.1. <br /> <br />4.2. <br /> <br />4.3. <br /> <br />4.4. <br /> <br />4.5. <br /> <br />4,6. <br /> <br />LIST OF fiGURES <br /> <br />Average composition of drain~ge waters from <br />calcarious lysimeters, spring of year <br /> <br />Average composition of drainage waters from <br />noncalcarious lysimeters, spring of year . . <br /> <br />Net contribution of mineral weathering and salt <br />precipitation expressed as percent of salts applied <br />in irrigation waters in calcarious soils . . . . . . <br /> <br />Net contribution of mineral weathering and salt <br />precipitation expressed as percent of salts applied <br />in irrigation waters in noncalcarious soils <br /> <br />Flow rates and water quality in the La Mesa drain <br />along with the associated groundwater depth <br />fluctuat ions . . . . ... . . . . . . . . . . . . . <br /> <br />Dissolved solids concentration in the drains of the <br />palo Verde Irrigation District, California, 1975- <br />1977 water years . . . . . . . . . . . . <br /> <br />Drainage flow versus EC in the Uintah Basin drains <br />(1976) . . . . . . . . . . . . . . . . . . . , . . <br /> <br />Salt outflow plotted as a function of drainage <br />flow for 35 drains in the Grand Valley, Colorado, <br />subbasin. . . . . . . . . . . . . . . . . . . <br /> <br />Development categories of selected solute flow <br />models of the soil-water system <br /> <br />Schematic diagram of the flow paths in the hydro- <br />salinity model, BSAM-SALT . . , . . . <br /> <br />Calibration results from applying BSAM-SALT to <br />the Grand Valley, Colorado, area. . . . . . . <br /> <br />Sensitivity of a) stream outflow, b) salt outflow, <br />and c) outflow salinity concentrations of the <br />Colorado River below Grand Junction, Colorado, <br />to canal conveyance efficiency <br /> <br />Sensitivity of a) stream outflow, b) salt outflow, <br />aod c) outflow salinity concentrations of the <br />Colorado River below Grand Junction, Colorado, to <br />a reduction in canal diversion <br /> <br />Sensitivity of a) stream outflow, b) salt outflow, <br />aod c) outflow salinity concentrations of the <br />Colorado River below Grand Junction, Colorado, to <br />the tail water runoff. <br /> <br />Sensitivity of a) stream outflow, b) salt outflow, <br />and c) outflow salinity conceotrations of the <br />Colorado River below Grand Junction, Colorado, to <br />operational spills <br /> <br />vii <br /> <br />. .". <br /> <br />Page <br /> <br /> <br />6 <br /> <br />7 <br /> <br />8 <br /> <br />9 <br /> <br />12 <br /> <br />I3 <br /> <br />14 <br /> <br />15 <br /> <br />21 <br /> <br />34 <br /> <br />40 <br /> <br />42 <br /> <br />43 <br /> <br />45 <br /> <br />46 <br />