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  • The rainfall-runoff models are useful tools for the assessment of a behavior of gravity sewer systems. However, the level of schematization in space domain of these models is significant. Therefore, the effects of local hydraulic losses caused by their structural failures are difficult to be considered. The tools based on the CCTV (closed-circuit television) inspection, which are able to include the local hydraulic losses due to deterioration, were already developed. Nevertheless, it considers the failures effect in isolation, likewise for the short distance between failures. Therefore, the author try to bring the upgraded approach taking into account the dimensionality (a distance effect between failures). The methods of numerical and hydraulic modeling we used to evaluate the effect of dimensionality. The pressure losses were investigated for both numerical and hydraulic models under same conditions.
  • The rainfall-runoff models are useful tools for the assessment of a behavior of gravity sewer systems. However, the level of schematization in space domain of these models is significant. Therefore, the effects of local hydraulic losses caused by their structural failures are difficult to be considered. The tools based on the CCTV (closed-circuit television) inspection, which are able to include the local hydraulic losses due to deterioration, were already developed. Nevertheless, it considers the failures effect in isolation, likewise for the short distance between failures. Therefore, the author try to bring the upgraded approach taking into account the dimensionality (a distance effect between failures). The methods of numerical and hydraulic modeling we used to evaluate the effect of dimensionality. The pressure losses were investigated for both numerical and hydraulic models under same conditions. (en)
Title
  • Hydraulic Capacity of Damaged Sewer Systems
  • Hydraulic Capacity of Damaged Sewer Systems (en)
skos:prefLabel
  • Hydraulic Capacity of Damaged Sewer Systems
  • Hydraulic Capacity of Damaged Sewer Systems (en)
skos:notation
  • RIV/68407700:21110/10:00166183!RIV11-GA0-21110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(GA103/08/0134), V
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
http://linked.open.../riv/druhVysledku
http://linked.open...iv/duvernostUdaju
http://linked.open...titaPredkladatele
http://linked.open...dnocenehoVysledku
  • 262418
http://linked.open...ai/riv/idVysledku
  • RIV/68407700:21110/10:00166183
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • hydraulic capacity; numerical modeling; physical modeling; obstacles; pressure loss (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [A4839C28E1BC]
http://linked.open...v/mistoKonaniAkce
  • Praha
http://linked.open...i/riv/mistoVydani
  • Praha
http://linked.open...i/riv/nazevZdroje
  • Workshop 2010
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Kříž, Karel
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
number of pages
http://purl.org/ne...btex#hasPublisher
  • České vysoké učení technické v Praze
https://schema.org/isbn
  • 978-80-01-04513-8
http://localhost/t...ganizacniJednotka
  • 21110
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