№8|2024
SURFACE RUNOFF TREATMENT
UDC 628.2/.4:347.265.6
DOI 10.35776/VST.2024.08.04
Method of multiple reduction of the design capacity
of surface runoff treatment facilities
Summary
The basic principles of the method for optimizing the calculation of volume-flow parameters of surface runoff (rain and melt) treatment facilities for the I–III category enterprises according to their negative impact on the environment are presented. The use of the method provides for reducing the design capacity of the treatment facilities by 3–5 times with a corresponding reduction in capital and operating costs while fully complying with the requirements of the current design rules as evidenced by the expert examination of design documentations.
Key words
accumulating tank capacity , capacity of treatment facilities , surface runoff of the second type , storage tank emptying time , series of drainage coefficients and rain and melt volumes during the runoff-producing period of the year
For citation: Menshutin Iu. A. Method of multiple reduction of the design capacity of surface runoff treatment facilities. Vodosnabzhenie i Sanitarnaia Tekhnika, 2024, no. 8, pp. 36–40. DOI: 10.35776/VST.2024.08.04. (In Russian).
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REFERENCES
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