Hydrodynamic modeling of detention canal

Słyś, D.; Dziopak, J.; Stec, Jakub

doi:10.1201/b15453-27

Cited by 9 publications

(11 citation statements)

References 2 publications

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“…In the former case, facilities for surface or underground infiltration of stormwater into the soil or rainwater harvesting systems may be used [24][25][26]. If the above solutions are not recommended, retention facilities may be used [27][28][29], including basins comprising an element of stormwater treatment plants [30].…”

Section: Stormwater Best Management Practicesmentioning

confidence: 99%

The identification of key factors determining the sustainability of stormwater systems

Kordana

2018

E3S Web Conf.

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Land cover changes may cause a disturbance in the water cycle, the consequence of which is an increase in the volume of stormwater runoff. In such a situation, the use of traditional stormwater systems leads to a number of problems, including the hydraulic overload of these systems and the deterioration of rivers. Therefore, stormwater management clearly affects the quality of life in a particular area. In order to facilitate effective stormwater management, the paper identifies and assesses factors that impact the sustainability of stormwater systems. Using the premises of PESTLE analysis, these factors were categorized as Political, Economic, Social, Technological, Legal, or Environmental. Assessments from an expert team were also used to identify elements that are crucial for the development of innovative solutions for stormwater management.

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Section: Stormwater Best Management Practicesmentioning

confidence: 99%

The identification of key factors determining the sustainability of stormwater systems

Kordana

2018

E3S Web Conf.

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“…Retencyjny kanał ściekowy [19]. Jest to konstrukcja charakteryzująca się tym, że przestrzeń wewnętrzna kanału została podzielona na oddzielne komory przegrodami usytuowanymi prostopadle do kierunku przepływu ścieków.…”

Section: Charakterystyka Zbiornika Rurowegounclassified

Model Kosztowy Retencyjnego Zbiornika Rurowego

Stec¹

2016

ZNPRzBiS

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“…When creating a concept for the expansion and modernization of operational sewerage systems [8], obstacles are encountered which are difficult to overcome, including those related to the availability of sites that can be used for the development of sewage infrastructure [9,10], and many of the solutions used so far to relieve hydraulic systems of these systems cannot be used [11].…”

Section: Introductionmentioning

confidence: 99%

The impact of construction of piling partitions on the retention efficiency of a sewerage network

Starzec

2018

E3S Web Conf.

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The aim of the article is to determine the impact of the structural solution of piling partitions of an innovative retention canals on the hydraulic conditions of its functioning in a specific sewerage network. Three types and different variants for controlling the operation of piling partitions were analyzed. The research shows that the construction of piling partitions has a significant impact on the achieved reduction rate of sewage outflow from the analyzed sewerage network. In addition, the construction of piling partitions also determines the volume of sewage that can be restored in sewer networks. The most tangible effects were observed when the partitions were made in the system (1), i.e. they had drainage holes of an adjustable geometry. In this example, a reduction in the peak sewage outflow from the sewage network to a value of only 531.36 dm3/s was observed, which corresponds to the value of the wastewater reduction coefficient β = 0.34. What is worth emphasizing, with the other methods of functioning of piling partitions, small values of the wastewater reduction coefficient were also obtained successively for the system (2) β = 0.35, while for the system (3) β = 0.43. On the basis of the tests carried out, it was also found that the authoritative time for dimensioning the sewerage network equipped with piling partitions always takes values higher than the reliable time for dimensioning a traditional sewerage network

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Hydrodynamic modeling of detention canal

Cited by 9 publications

References 2 publications

The identification of key factors determining the sustainability of stormwater systems

The identification of key factors determining the sustainability of stormwater systems

Model Kosztowy Retencyjnego Zbiornika Rurowego

The impact of construction of piling partitions on the retention efficiency of a sewerage network

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