Autor: Nowogoński, Ireneusz - Katalog OPAC zbiorów

Skocz do pozycji: 1.

Tytuł:: Emporal and spatial variability of rainfall in modelling of stormwater outflows
Autorzy:: Nowogoński, Ireneusz
Powiązania:: https://bibliotekanauki.pl/articles/395997.pdf
Data publikacji:: 2019
Wydawca:: Uniwersytet Zielonogórski. Oficyna Wydawnicza
Tematy:: rainfall
storm water
runoff
drainage
modeling
SWMM
opady
woda deszczowa
spływ
drenaż
modelowanie
Opis:: The article presents issues related to modeling of the rainfall-runoff phenomenon. As factors influencing the simulation results, the velocity and direction of precipitation relative to the drainage basin were indicated. The possibility of underestimating the crosssections of rainwater channels as a result of overlapping rain wave directions and the dominant flow direction in the rainwater channel network was pointed out. The research results to date indicate a reduction in the symptoms of this phenomenon as the complexity of the channel network increases. The final verification was based on the actual catchment. Calculations were made using the Epa SWMM 5.1.013 software. The results are presented in a graphic form to illustrate the variability of stormwater outflow.
Źródło:: Civil and Environmental Engineering Reports; 2019, 29, 4; 267-278
2080-5187
2450-8594
Pojawia się w:: Civil and Environmental Engineering Reports
Dostawca treści:: Biblioteka Nauki

Artykuł

Skocz do pozycji: 2.

Tytuł:: Characteristics of Water Consumption in Chocianów, Parchów and Pogorzeliska, Lower Silesia Province
Autorzy:: Ogiołda, Ewa
Nowogoński, Ireneusz
Pietrzak, Przemysław
Powiązania:: https://bibliotekanauki.pl/articles/396306.pdf
Data publikacji:: 2019
Wydawca:: Uniwersytet Zielonogórski. Oficyna Wydawnicza
Tematy:: water supply system
water consumption
irregularity of water consumption
sieć wodociągowa
zużycie wody
nieregularność zużycia wody
Opis:: Water consumption is an amount characteristic to individual water sup-ply systems. It is described by values of the unitary consumption of water and unevenness coefficients. An analysis of consumption for the years 2009-2016 in two systems which are diverse in terms of the number of supplied recipients as well as the intended water use is presented. The values of unitary consumption indices as well as hourly and daily irregularity of consumption were calculated, and factors influencing the irregularity of consumption in different time frames indicated. Conclusions regarding the amount and irregularity of consumption were drawn and compared with guidelines and other analysed systems.
Źródło:: Civil and Environmental Engineering Reports; 2019, 29, 2; 13-21
2080-5187
2450-8594
Pojawia się w:: Civil and Environmental Engineering Reports
Dostawca treści:: Biblioteka Nauki

Artykuł

Skocz do pozycji: 3.

Tytuł:: Estimation of the hydraulic width of the subcatchment depending on the degree of detail of the drainage system model
Autorzy:: Nowogoński, Ireneusz
Ogiołda, Ewa
Musielak, Marcin
Powiązania:: https://bibliotekanauki.pl/articles/395902.pdf
Data publikacji:: 2019
Wydawca:: Uniwersytet Zielonogórski. Oficyna Wydawnicza
Tematy:: drainage system
drainage
modelling
runoff
storm water
SWMM
system odwadniający
drenaż
modelowanie
spływ
woda deszczowa
Opis:: The article presents the current state of knowledge in the field of estimating preliminary values of storm water subcatchment calibration parameters in the case of using the Storm Water Management Model (SWMM) for building a model of storm water drainage system. The key issue is estimating the runoff width in the case of reducing the network structure and storm water catchments due to the shortening of calculation time and simplification of the model calibration process. Correction of one of the recommended literature methods has been proposed. The assessment was based on the real catchment model with single and multi-family housing. It was found possible to apply the proposed method in the case of reducing systems connected in series.
Źródło:: Civil and Environmental Engineering Reports; 2019, 29, 4; 128-140
2080-5187
2450-8594
Pojawia się w:: Civil and Environmental Engineering Reports
Dostawca treści:: Biblioteka Nauki

Artykuł

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