Infiltration of Rainwater in Urban Areas

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F19%3APU132859" target="_blank" >RIV/00216305:26110/19:PU132859 - isvavai.cz</a>

Výsledek na webu

<a href="https://link.springer.com/chapter/10.1007/978-3-030-18359-2_4" target="_blank" >https://link.springer.com/chapter/10.1007/978-3-030-18359-2_4</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1007/978-3-030-18359-2_4" target="_blank" >10.1007/978-3-030-18359-2_4</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Infiltration of Rainwater in Urban Areas

Popis výsledku v původním jazyce

Contrary to traditional practice when rainwater is collected and conveyed from urban areas by combined, or storm sewers, present approach to the integrated stormwater control consists in the accumulation and infiltration of rainwater at the place of its origin. For design of the rainwater infiltration facility, the geological survey must be carried out, the method of infiltration has to be proposed and hydraulic calculation should be carried out. The design is subject to numerous uncertainties, arising from different conditions the infiltration tests, in design parameters and in operating an infiltration facility. In this chapter, the review of the most used facilities for infiltration is presented together with a brief description of geotechnical investigation and hydraulic approach recommended in the Czech Republic. An analysis of factors influencing the process of infiltration is carried out, related uncertainties influencing the design of the storage volume of the infiltration facility are discussed.

Název v anglickém jazyce

Infiltration of Rainwater in Urban Areas

Popis výsledku anglicky

Contrary to traditional practice when rainwater is collected and conveyed from urban areas by combined, or storm sewers, present approach to the integrated stormwater control consists in the accumulation and infiltration of rainwater at the place of its origin. For design of the rainwater infiltration facility, the geological survey must be carried out, the method of infiltration has to be proposed and hydraulic calculation should be carried out. The design is subject to numerous uncertainties, arising from different conditions the infiltration tests, in design parameters and in operating an infiltration facility. In this chapter, the review of the most used facilities for infiltration is presented together with a brief description of geotechnical investigation and hydraulic approach recommended in the Czech Republic. An analysis of factors influencing the process of infiltration is carried out, related uncertainties influencing the design of the storage volume of the infiltration facility are discussed.

Druh

C - Kapitola v odborné knize

CEP obor

—

OECD FORD obor

20101 - Civil engineering

Projekt

—

Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2019

Kód důvěrnosti údajů

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

Název knihy nebo sborníku

Management of Water Quality and Quantity

ISBN

978-3-030-18358-5

Počet stran výsledku

26

Strana od-do

77-103

Počet stran knihy

409

Název nakladatele

Springer Nature Switzerland AG

Místo vydání

Switzerland

Kód UT WoS kapitoly

—