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R Siegrist

Publications and source records attributed to R Siegrist.

3 recordsLinked to original sources

Hydraulic and purification behaviors and their interactions during wastewater treatment in soil infiltration systems.

Four three-dimensional lysimeters were established in a pilot laboratory with the same medium sand and either an aggregate-laden (AL) or aggregate-free (AF) infiltration surface and a 60- or 90-cm soil vadose zone depth to ground water. During 48 weeks of operation, each lysimeter was dosed 4 times daily with septic tank effluent (STE) at 5 cm/d (AL) or 8.4 cm/d (AF). Weekly monitoring was done to characterize the STE, percolate flow and composition, and water content distributions within the lysimeters. Bromide tracer tests were completed at weeks 0, 8, and 45 and during the latter two times, ice nucleating active (INA) bacteria and MS-2 and PRD-1 bacteriophages were used as bacterial and viral surrogates. After 48 weeks, soil cores were collected and analyzed for chemical and microbial properties. The observations made during this study revealed a dynamic, interactive behavior for hydraulic and purification processes that were similar for all four lysimeters. Media utilization and bromide retention times increased during the first two months of operation with the median bromide breakthrough exceeding one day at start-up and increasing to two days or more. Purification processes were gradually established over four months or longer, after which there were high removal efficiencies (>90%) for organic constituents, microorganisms, and virus, but only limited removal of nutrients. Soil core analyses revealed high biogeochemical activity within the infiltrative zone from 0 to 15 cm depth. All four lysimeters exhibited comparable behavior and there were no significant differences in performance attributable to infiltrative surface character or soil depth. It is speculated that the comparable performance is due to a similar and sufficient degree of soil clogging genesis coupled with bioprocesses that effectively purified the wastewater effluent given the adequate retention times and high volumetric utilization's of the sand media.

Soil↗

The ratio of costs to charges: how good a basis for estimating costs?

This study evaluates the accuracy of costs derived from the ratio of costs to charges (RCCs), using costs based on relative value units (RVUs) as the "gold standard." We found that RCC-calculated costs were not a good basis for determining the costs of individual patients. However, when examining average costs per diagnosis-related group (DRG), RCCs performed better. For almost 70% of the DRGs, average RCC-calculated costs were within 10% of average RVU-calculated costs. RCCs were even more reliable for comparing the relative cost of patients in a DRG in one hospital to the average cost of patients in that DRG in a group of hospitals. Charges, or an overall hospital RCC (as opposed to the departmental RCCs we used in most of our analyses), were not a good basis for determining relative hospital costs.

Cost Allocation↗