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<br /> <br />Table 4.13, Analysis of salt dissolution rates <br />for channel receiving no overland <br />flow, <br /> <br />N <br />C> <br />00 <br />,.;::.. <br /> <br />Degrees <br />of <br />Freedom <br /> <br />Level of <br />Significance <br /> <br />Comparison <br /> <br />t <br />Statistic <br /> <br />Estimated salt @ <br />breakpoint <br />Wet 8/26/76 to <br />Dried 8/26/76 <br />Wet 8/26/76 to <br />Wet 9/9/76 <br />Dried 8/26/76 to <br />Wet 9/9/76 <br /> <br />6 <br /> <br />95 percent <br /> <br />-4.59 <br /> <br />6 <br />6 <br /> <br />0.570 <br /> <br />NS <br /> <br />9S percent <br /> <br />7.262 <br /> <br />Estimated salt @ <br />It . 125 <br />Wet 8/26/76 to <br />Dried 8/26/76 <br />Wet 8/26/76 to <br />Wet 9/9/76 <br />Dried 8/26/76 to <br />Wet 9/9/76 <br /> <br />-0.24 <br /> <br />6 <br /> <br />NS <br /> <br />-0.46 <br /> <br />6 <br /> <br />NS <br /> <br />6 <br /> <br />0.32 <br /> <br />NS <br /> <br />Null Hypothesis Ho: ~A = UB <br /> <br />The collected data are listed in Ap- <br />pendix C (Table C.9). Illustrative patterns <br />of observed conductivity at four depths <br />are shown on Figure 4.23 for the upper site <br />(Figure 3.3). Conductivity slowly dropped <br />with time from the initial 4000 )JIllhos/cm at <br />2S'C to less than 500 ~mhos/cm at 2S'C at 3 <br />and 18 cm depths, and to less than 2000 <br />~mhos/cm at 2S'C at the 29 and 41 cm depths, <br />respectively, a general trend toward higher <br />conductivity at greater depth. <br /> <br />Soil moisture tensions in the soil <br />matrix were not monitored during these tests, <br />and thus it is possible that the capacity of <br />the sensors might have been exceeded. Under <br />these conditions, a drop in the Boil moisture <br />content below the saturation level would <br />reduce the observed conductivity. <br /> <br />The relatively slow changes in conduc- <br />tivity indicate slow rates of salinity trans- <br />port through the channel bed materisl. This <br />observation was confirmed by permeability <br />studies at four sites adjacent to Coal Creek. <br />Four test holes were drilled to a defth <br />of 1 meter at a horizontal distance 0 1 <br />meter from the surface flow in Coal Creek. <br />For each of the sites, no inflow to the holes <br />was observed during the first 24 hours after <br />dr illing. <br /> <br />Discussion and Analysis of Results <br /> <br />Although approximately 60 percent of the <br />salt load passing Woodside originates in the <br />mountainous areas of the Price River Basin, <br />the joint effect of consumptive use reducing <br /> <br />flows and salt loading on the valley floor <br />multiplies salinity concentrations by over <br />ten (Figure 4.5). Within the valley, three <br />tributaries (Drunkards Wash, Desert Lake <br />Wash, and Desert Seep Wash) are particularly <br />high salt contributors to the Price River. <br />The three streams contribute average daily <br />salt loads of 518, 416, and 423 pounds per <br />square mile of drainage area, respectively. <br />Each stream drains irrigated farm land. <br /> <br />Surveys of the valley floor suggested <br />that subsurface inflows to the Price River <br />account for a large portion of the total salt <br />load originating in the valley. In contrast, <br />longitudinal salt pickup from the mineral <br />weathering of bed sediments in natural <br />perennial channels was low in all the ob- <br />served cases, irrespective of the salt <br />concentration of the flowing water in the <br />channel. <br /> <br />From these findings, it is believed that <br />the primary source of salinity in natural <br />perennial streams with high salt concentra- <br />tions is saline groundwater inflow. TDS <br />va lues of 9000 mg/l and higher were observed <br />in the field, and salt contents of some <br />minerals may approach saturation. Where <br />saturation occurs, TDS loadings are no <br />longer additive, and salts are deposited, <br />probably to be picked up later during high <br />flow periods. Ion distributions would <br />have to be considered in modeling salinity <br />transport. <br /> <br />Overland flow from storms occurred <br />predominantly during the spring and summer <br />months. Surface runoff was rapid, turbulent, <br />and of short duration with little depression <br />storage observed. A salinity profile of <br />overland flow was not obtained. <br /> <br />Within the main channel of Coal Creek, <br />the longitudinal pickup of salt was low. <br />Salt loading by groundwater inflow tended to <br />be constant. Indigenous salts in the channel <br />material of Coal Creek were heterogeneous <br />with respect to mineral type and concentra- <br />tion. Efflorescence density within the Coal <br />Creek subbasin channel beds was also found to <br />be highly variable, with observed densities <br />ranging as high as 9000 gm/m2-cm. The <br />source of the efflorescence seemed to <br />be primarily evaporation of saline subsurface <br />inflows to the channel. <br /> <br />Laboratory jar tests on the Coal Creek <br />channel sediments and shales indicated <br />that mineral dissolution rates declined <br />exponentially with time. This observation <br />meshes with the observed low longitudinal <br />salt uptake in perennial streams. Drying or <br />turbulent mixing of the samples generally <br />increased the rate of mineral dissolution. <br /> <br />Channel salt pickup studies were con- <br />ducted by supplying a sma 11 ephemeral tri- <br />butary within the Coal Creek drainage with <br />water from an irrigation ditch. The salinity <br />pickup was found to decrease exponentially <br />with time in this channel reach with low <br /> <br /> <br />j <br /> <br />42 <br />