2022
DOI: 10.1007/978-3-030-85236-8_5
|View full text |Cite
|
Sign up to set email alerts
|

Engineering Calculations of Acidifier Retaining Walls During Water Treatment Facilities Designing

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1

Citation Types

0
1
0

Year Published

2023
2023
2023
2023

Publication Types

Select...
3
2

Relationship

0
5

Authors

Journals

citations
Cited by 8 publications
(1 citation statement)
references
References 21 publications
0
1
0
Order By: Relevance
“…The fact is that the radon levels in the premises of the first and second floors differ by units or tens of Bq·m -3 , and not by 100-1,000 times, as in the case of ground air and underground parking air. Therefore, such a difference in concentrations is not enough to ensure any significant radon transport through a reinforced concrete slab 200 mm thick [17][18][19].…”
Section: Resultsmentioning
confidence: 99%
“…The fact is that the radon levels in the premises of the first and second floors differ by units or tens of Bq·m -3 , and not by 100-1,000 times, as in the case of ground air and underground parking air. Therefore, such a difference in concentrations is not enough to ensure any significant radon transport through a reinforced concrete slab 200 mm thick [17][18][19].…”
Section: Resultsmentioning
confidence: 99%