2014
DOI: 10.1016/j.ecoleng.2014.09.039
|View full text |Cite
|
Sign up to set email alerts
|

Significance and estimation of oxygen mass transfer coefficient in simulated waste stabilization pond

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
3
1
1

Citation Types

0
14
0
1

Year Published

2015
2015
2018
2018

Publication Types

Select...
5

Relationship

2
3

Authors

Journals

citations
Cited by 11 publications
(15 citation statements)
references
References 13 publications
0
14
0
1
Order By: Relevance
“…For the short‐term wind, the empirical formula of Wanninkhof [] was used, kw=0.31U2false(Sc/660false)0.5, where U is the wind speed (m s −1 ) at a height of 10 m above the sea surface, which was assumed to be equal to the buoy wind data. Sc is the Schmidt number, which is expressed as function of temperature (T) and salinity (S) [ Chaturvedi et al ., ; Wanninkhof , ] according to, Sc=Sc0(1+3.14×103S), where Sc0=1800.6120.1×T+3.7818×T20.047608×T3. …”
Section: Methodsmentioning
confidence: 99%
See 1 more Smart Citation
“…For the short‐term wind, the empirical formula of Wanninkhof [] was used, kw=0.31U2false(Sc/660false)0.5, where U is the wind speed (m s −1 ) at a height of 10 m above the sea surface, which was assumed to be equal to the buoy wind data. Sc is the Schmidt number, which is expressed as function of temperature (T) and salinity (S) [ Chaturvedi et al ., ; Wanninkhof , ] according to, Sc=Sc0(1+3.14×103S), where Sc0=1800.6120.1×T+3.7818×T20.047608×T3. …”
Section: Methodsmentioning
confidence: 99%
“…where U is the wind speed (m s 21 ) at a height of 10 m above the sea surface, which was assumed to be equal to the buoy wind data. Sc is the Schmidt number, which is expressed as function of temperature (T) and salinity (S) [Chaturvedi et al, 2014;Wanninkhof, 1992] according to, Sc5Sc 0 ð113:14310 23 SÞ;…”
Section: Air-sea O 2 Exchangementioning
confidence: 99%
“…The direct administration of partially treated or untreated municipal sewage into surface water has deteriorated the water quality of the major rivers of India (Kumar et al 2011;Chaturvedi et al 2014;Kumar et al 2015). Also, Semhi et al (2014) reported that the distribution of certain heavy metals was more available in sewage than in mining zone, justifying the hazards of direct disposal of sewage into the environment.…”
Section: Introductionmentioning
confidence: 96%
“…It is well known that the engineered natural treatment systems render quite effective environmental services by treating biodegradable carbonaceous pollutants and by separating suspended loads of particulates (Reinhold et al, 2010). This class of treatment systems typically incorporate river banks, wet-zones and their modified versions such as constructed wetlands (CWs), waste stabilization ponds (WSPs), sewage-fed aquaculture ponds, hyacinth and duckweed ponds, oxidation ponds, algal-bacterial ponds, lemna ponds, polishing ponds, Karnal Technology (KT) for on-land disposal of wastewater etc (Chaturvedi et al, 2014).…”
Section: Introductionmentioning
confidence: 99%