See diagram
Anthoupolis-B | UWWTD SIIF Cyprus National Node
Beta Version : remaining inconsistencies are possible. They will be corrected during the next reporting exercise

Anthoupolis-B

Agglomeration view on a map with some info

UWWTP : Anthoupolis-B - Identifier : CY11_4_UWWTP - Status : Active - Connected - Reporting year : 2018
Region (NUTS) Code : CY000 - Region (NUTS) Name : Κύπρος (Kýpros)

compliance Time Line
List of all the year available for the agglomeration

2011

2014

2016

2018

 
Compliant
 
Not compliant
 
Not relevant
 
No information
 
?


Description
Load entering UWWTP (p.e.): 
load expressed in population equivalent shall be calculated on the basis of the maximum average weekly load entering the treatment plant during the year, excluding unusual situations such as those due to heavy rain (Article 4 of the Urban Waste Water Treatment Directive 91/271/CE)
35 983
Method used to determine the load : 
Not available
Rate of entering load transported to this UWWTP by trucks (%): 
Not available
Physical Capacity (p.e.): 
130 000
Waste water treated (m3/y): 
Volume of waste water treated and partially treated in the UWWTP
1 653 768
Method used to determine the volume of waste water treated: 
M
Treatment performance: BOD5: 
Biological Oxygen Demand
Pass
Treatment performance: COD: 
Chemical Oxygen Demand
Pass
Treatment performance: TSS: 
Total Suspended Solids
NR
Treatment performance: Total nitrogen: 
Sum of total kjeldahl nitrogen (organic, ammonia and ammonium), nitrate and nitrite
NR
Treatment performance: Total phosphorus: 
Sum of dissolved phosphorus and insoluble phosphorus
NR
Treatment performance: Other: 
e.g. e-coli
NR
Compliance: 
Compliant
Treatment type in place: 
More stringent treatment
Treatment required: 
Secondary treatment
Treatment met: 
Yes
Performance met: 
Yes
In cause of failure: Bad operating/Bad design or dimensioning: 
Not available
In cause of failure: Bad design or dimensioning: 
Not available
In cause of failure: Further information on cause of failure: 
Not available
See diagram

Load and concentration per parameter :

Incoming Discharged Rate
BOD 567.66 t/year 2.1 t/year 99.6%
343.25 mg/l 1.27 mg/l
COD 1299.1 t/year 33.14 t/year 97.4%
785.54 mg/l 20.04 mg/l
Nitrogen 151.71 t/year 6.68 t/year 95.6%
91.74 mg/l 4.04 mg/l
Phosphorus 18.28 t/year 5.11 t/year 72%
11.05 mg/l 3.09 mg/l
* Concentration calculated using the annual load and the annual volume of wastewater treated.
Incoming and discharged loads (t/year)
See the data table
Graphical network summary
Network
Agglomerations : 2 Agglomeration : Nicosia
(GeneratedAgglomeration : Tseri
(Generated
Network
Network
Entering :
35,983 p.e
Network
N
Network
P
Network
O
Network
reseau
2 DCP(S)
Discharge point: Agrokipia land
(NA)

Serrachis River
(NA)

    Main treatment :
  • Network : Compliant
  • Network : Not compliant
  • Network : No information / Not relevant
    More stringent treatment :
    Performance :
  • Network : Pass performance
  • Network : Fail performance
  • Network : Not relevant

    Type :
  • N : Nitrogen removal
  • P : Phosphorus removal
  • UV : UV treatment
  • MICRO : Micro Filtration

    Type :
  • CHLOR : Chlorination
  • OZONE : Ozonation
  • SAND : Sand filtration
  • O : Other more stringent
    Discharge point :
  • Network : Discharge point
  • DCP(S) : Discharge point(s)
Waste Water Network Connexions
Linked agglomeration(s): 
Linked receiving area(s): 
Not available
Linked discharge point(s): 
Site information
Characteristics
 35.10440000
 33.27110000
Date of closing: 

Not provided

Explanation for closing: 

Not provided

ID of the successor: 

Not provided

Primary treatment: 
Yes
Secondary treatment: 
Yes
N removal: 
Yes
P removal: 
Yes
UV: 
No
Ozonation: 
No
Sand filtration: 
No
Chlorination: 
No
Micro filtration: 
No
Other treatment: 
Yes
Other type of more stringent treatment: 
MBR Technology
Other type of more stringent : 

Not provided

ID of E-PRTR facility: 

Not provided

Accidents: 
Not available
Remarks: 
The load in p.e. is considered the same as the load of 2016 that was calculated on the basis of the max average weekly load based on the use of 24h flows in combination with 24 hour BOD5 samples. No new agglomerations are connected to the plant. Annual loads determined from annual average concentrations and annual volumes.