Laserfiche WebLink
<br />16 <br /> <br />USBR Monitoring of Reed Wash <br /> <br />N <br />~ <br />N <br />a:. <br /> <br />USBR stage One monitoring program entails collecting of ground- <br />water and surface-water data in a hydrologically isolated basin <br />called the Reed Wash in Grand Valley, which includes about 10,000 <br />acres. Reclamation established a hydrosalinity monitoring <br />network before construction of stage One and continued monitoring <br />afterward. It is bounded on the east and west ridges by <br />impervious mancos shale, and unweathered shale in the subsurface <br />forms a restricted outlet which permits measurement of all <br />drainage flow at a single point. See figure IV-1 & IV-2 for <br />location of monitoring stations. <br /> <br />The network consisted of gauging stations at the hydrologic <br />boundaries to record water and salt entering and leaving the <br />basin and gauging stations within the basin to record drain <br />flows and salt. These data are used to develop salt and water <br />budgets to determine the salt pickup from irrigation. <br /> <br />A network of 100 wells, 80 sampled bimonthly and 12 sampled <br />monthly were installed to measure water chemistry and depth to <br />water table and explain hydro-geol-chemistry processes. Eight <br />wells had continuous monitoring. The well network is used to <br />examine salt loading mechanisms, to support the salt load pickup <br />determination, and to document the existing and post project <br />water table levels (Figures IV-3). The mean total disolved <br />solids in terms of anions (CI, HC03, S04) and cations (Ca, Na, <br />Mg) is shown in Figure IV-8. <br /> <br />The inflow and outflow monitoring data are used to directly <br />estimate the salt load reduction in the salt and water budgets, <br />while other data provides evidence by quantifying associated <br />hydro-chemical phenomena. <br /> <br />Data in Table IV-5 demonstrate no change in before and after <br />concentration of salinity in the drain flow: <br /> <br />Before Condition <br />1976 to 1980 - 4307 mg/l salinity concentration <br /> <br />5.88 tns/ac-ft <br /> <br />After condition following installation of practices <br />1981 to 1983 - 4314 mg/L salinity concentration 5.88 tns/ac-ft <br />