Basics of retention tanks' capacity modeling. Calculations' results' analysis for tanks' capacity. Results' interpretation with regard to protection from sewage system outflows. Essential qualitative and quantitative differences between Polish and German methods applied for defining rain precipitation amount needed for sewage system's dimensioning and calculating retention tanks' capacity. A need to create an analytic database for precipitation.
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Features of rational construction of retention reservoirs. Calculating active capacity of retention reservoirs for rain sewage. Comparison of flow reservoirs' and overfall reservoirs' retention capacities. Benefits and setbacks of both solutions.
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