|
|
|
|
LEADER |
01000naa a22002652 4500 |
001 |
NLM269631917 |
003 |
DE-627 |
005 |
20231224224931.0 |
007 |
cr uuu---uuuuu |
008 |
231224s2018 xx |||||o 00| ||eng c |
024 |
7 |
|
|a 10.1080/09593330.2017.1304456
|2 doi
|
028 |
5 |
2 |
|a pubmed24n0898.xml
|
035 |
|
|
|a (DE-627)NLM269631917
|
035 |
|
|
|a (NLM)28271960
|
040 |
|
|
|a DE-627
|b ger
|c DE-627
|e rakwb
|
041 |
|
|
|a eng
|
100 |
1 |
|
|a Dias, D F C
|e verfasserin
|4 aut
|
245 |
1 |
0 |
|a Performance evaluation of a natural treatment system for small communities, composed of a UASB reactor, maturation ponds (baffled and unbaffled) and a granular rock filter in series
|
264 |
|
1 |
|c 2018
|
336 |
|
|
|a Text
|b txt
|2 rdacontent
|
337 |
|
|
|a ƒaComputermedien
|b c
|2 rdamedia
|
338 |
|
|
|a ƒa Online-Ressource
|b cr
|2 rdacarrier
|
500 |
|
|
|a Date Completed 19.01.2018
|
500 |
|
|
|a Date Revised 10.12.2019
|
500 |
|
|
|a published: Print-Electronic
|
500 |
|
|
|a Citation Status MEDLINE
|
520 |
|
|
|a Post-treatment of anaerobic reactor effluent with maturation ponds is a good option for small to medium-sized communities in tropical climates. The treatment line investigated, operating in Brazil, with an equivalent capacity to treat domestic sewage from 250 inhabitants, comprised a upflow anaerobic sludge blanket reactor followed by two shallow maturation ponds (unbaffled and baffled) and a granular rock filter (decreasing grain size) in series, requiring an area of only 1.5 m2 inhabitant-1. With an overall hydraulic retention time of only 6.7 days, the performance was excellent for a natural treatment system. Based on over two years of continuous monitoring, median removal efficiencies were: biochemical oxygen demand = 93%, chemical oxygen demand = 79%, total suspended solids = 87%, ammonia = 43% and Escherichia coli = 6.1 log units. The final effluent complied with European discharge standards and WHO guidelines for some forms of irrigation, and appeared to be a suitable alternative for treating domestic sewage for small communities in warm areas, especially in developing countries
|
650 |
|
4 |
|a Evaluation Study
|
650 |
|
4 |
|a Journal Article
|
650 |
|
4 |
|a Sewage
|
650 |
|
4 |
|a UASB reactor
|
650 |
|
4 |
|a baffled pond
|
650 |
|
4 |
|a granular rock filter
|
650 |
|
4 |
|a shallow maturation ponds
|
650 |
|
7 |
|a Ammonia
|2 NLM
|
650 |
|
7 |
|a 7664-41-7
|2 NLM
|
700 |
1 |
|
|a Passos, R G
|e verfasserin
|4 aut
|
700 |
1 |
|
|a Rodrigues, V A J
|e verfasserin
|4 aut
|
700 |
1 |
|
|a de Matos, M P
|e verfasserin
|4 aut
|
700 |
1 |
|
|a Santos, C R S
|e verfasserin
|4 aut
|
700 |
1 |
|
|a von Sperling, M
|e verfasserin
|4 aut
|
773 |
0 |
8 |
|i Enthalten in
|t Environmental technology
|d 1993
|g 39(2018), 4 vom: 03. Feb., Seite 490-502
|w (DE-627)NLM098202545
|x 1479-487X
|7 nnns
|
773 |
1 |
8 |
|g volume:39
|g year:2018
|g number:4
|g day:03
|g month:02
|g pages:490-502
|
856 |
4 |
0 |
|u http://dx.doi.org/10.1080/09593330.2017.1304456
|3 Volltext
|
912 |
|
|
|a GBV_USEFLAG_A
|
912 |
|
|
|a SYSFLAG_A
|
912 |
|
|
|a GBV_NLM
|
912 |
|
|
|a GBV_ILN_350
|
951 |
|
|
|a AR
|
952 |
|
|
|d 39
|j 2018
|e 4
|b 03
|c 02
|h 490-502
|