RISK ANALYSIS OF SEWER SYSTEM OPERATIONAL FAILURES CAUSED BY UNSTABLE SUBSOIL

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F09%3A00161212" target="_blank" >RIV/68407700:21110/09:00161212 - isvavai.cz</a>

Výsledek na webu

—

DOI - Digital Object Identifier

—

Jazyk výsledku

angličtina

Název v původním jazyce

RISK ANALYSIS OF SEWER SYSTEM OPERATIONAL FAILURES CAUSED BY UNSTABLE SUBSOIL

Popis výsledku v původním jazyce

In unstable subsoil areas, all constructions including sewer systems are threatened by non-uniform surface downthrown. Conditions of constructing and operating of sewer systems in these localities differ significantly from standard conditions. Therefore,it is necessary to distinguish criteria applicable to the designs and reconstruction of sewer systems in these types of areas. Ground subsidence causes failures on the sewerage and consequently the hydraulic capacity problems. Sewer system can stops perform major tasks and it would promote the hygienic problems. Usual rainfall-runoff process modelling can be used in this type of catchment; however, there are several specific parameters, which are essential for getting representative results. Only theseresults are usable for effective operation and reconstruction design and they can help spend a less cost of investments too.

Název v anglickém jazyce

RISK ANALYSIS OF SEWER SYSTEM OPERATIONAL FAILURES CAUSED BY UNSTABLE SUBSOIL

Popis výsledku anglicky

In unstable subsoil areas, all constructions including sewer systems are threatened by non-uniform surface downthrown. Conditions of constructing and operating of sewer systems in these localities differ significantly from standard conditions. Therefore,it is necessary to distinguish criteria applicable to the designs and reconstruction of sewer systems in these types of areas. Ground subsidence causes failures on the sewerage and consequently the hydraulic capacity problems. Sewer system can stops perform major tasks and it would promote the hygienic problems. Usual rainfall-runoff process modelling can be used in this type of catchment; however, there are several specific parameters, which are essential for getting representative results. Only theseresults are usable for effective operation and reconstruction design and they can help spend a less cost of investments too.

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

—

Projekt

<a href="/cs/project/GA103%2F08%2F0134" target="_blank" >GA103/08/0134: Rizika hydraulického selhání stokové sítě</a><br>

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Rok uplatnění

2009

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název statě ve sborníku

Risk management of water supply and sanitation systems

ISBN

978-90-481-2364-3

ISSN

1871-4668

e-ISSN

—

Počet stran výsledku

8

Strana od-do

—

Název nakladatele

Springer

Místo vydání

Dordrecht

Místo konání akce

Ohrid

Datum konání akce

22. 10. 2008

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

000266690300007