scholarly journals 300 Area process sewer piping upgrade and 300 Area treated effluent disposal facility discharge to the City of Richland Sewage System, Hanford Site, Richland, Washington

10.2172/74121 ◽  
1995 ◽  
Author(s):  
1970 ◽  
Vol 16 (11) ◽  
pp. 1051-1057 ◽  
Author(s):  
J. F. T. Spencer ◽  
P. A. J. Gorin ◽  
N. R. Gardner

Minimum numbers of yeasts isolated from the Saskatchewan River in the summers of 1964 and 1965 ranged from 400 to 500 cells/liter upstream from the city of Saskatoon, to 4600 cells/liter immediately downstream. In the summer of 1968, a period of extremely low water, the counts were 150 cells/liter upstream from the city and 30 000 cells/liter downstream.Proton magnetic resonance spectra of the mannose-containing polysaccharides from representative cultures of the different species isolated were used as an aid in classification. Most of the species were asporogenous, and included representatives of the genera Candida, Trichosporon, Rhodotorula, Torulopsis, and Cryptococcus. Some species of Pichia, Saccharomyces, and Debaryomyces were isolated. The yeasts were mostly introduced into the river with the effluent from the Saskatoon sewage system.


2018 ◽  
Vol 45 ◽  
pp. 00058 ◽  
Author(s):  
Ireneusz Nowogoński ◽  
Ewa Ogiołda

Using SWMM 5.1 (Storm Water Management Model) software, a model of sewage system functioning in Głogów was developed. It was calibrated based on the results of field studies from the years 2011– 14, while the properness of its activity was verified for the results of measurements carried out during the period 1998–2000. The verification of the model showed acceptable discrepancies between the measured and simulated values of channel depth. Factors which caused differences were indicated and, on the basis of this, conclusions pertaining to further studies were formulated.


2013 ◽  
Vol 20 (1) ◽  
pp. 163-176
Author(s):  
Andrzej Kotowski ◽  
Bartosz Kaźmierczak

Abstract The paper presents verification of selected flow time methods in terms of usability for sewage systems design and sizing on the example of a model municipal flat drainage area of the area of 2 km2. Namely, the sewage system network was sized using three methods, that is, MGN with Błaszczyk’s formula, MGN with the precipitation model for WROCLAW and MWO with the precipitation model for Wroclaw, and then, the network functioning was verified for damming up on the area surface and flooding from drains using the hydrodynamic model SWMM 5.0. The precipitation model of Euler type II was used as the drainage area load in the conditions of Wroclaw, for which the probabilistic model of the maximum precipitation was developed. It was shown that the safe flow time method for sewage system sizing is MWO using the criterion for the lack of damming up for the area and flooding from drains.


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