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U.S. Department of Energy
Office of Scientific and Technical Information

100-N AREA AQUIFER EVALUATION

Technical Report ·
OSTI ID:4060381
The hydraulic characteristics of the unconfined aquifer adjacent to the Columbia River change considerably during certain seasons of the year. These changes are the direct result of fluctuations in the river level. During the low stages of the river the ground water percolates through partially cemented sands and gravels of the Ringold formation. As the river approaches the flood stage the water table rises into the more permeable fluviatile and glaciofluviatile rocks. Using a method developed by Rowe the transmissibility and coefficient of storage of the unconfined aquifer underlying the 100-N area were determined. The measurements for these determinations were made when the river was nearing its flood stage in order to obtain the most representative values for these coefficients. Based on these data the calculated average permeability values range from 1500 to 3000 gpd/sq ft. These permeability values are consistent with those determined elsewhere on the project in similar earth materials. The calculated hydraulic characteristics of the 100-N aquifer were used to evaluate the performance of a waste water disposal facility. A tentative evaluation indicates that the infiltration capacity of the soil may control the size needed. It is estimated that the proposed 30-ft trench parallel to the river would not create a problem as a result of its effect on the water table. (auth)
Research Organization:
General Electric Co. Hanford Atomic Products Operation, Richland, Wash.
NSA Number:
NSA-15-013156
OSTI ID:
4060381
Report Number(s):
HW-67326; AT(45-1)-1350
Country of Publication:
Country unknown/Code not available
Language:
English

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