Oldcastle Waste Water Treatment Plant - history

UWWTP : Oldcastle Waste Water Treatment Plant - Identifier : IETP_D0258 - Status : Active
Region (NUTS) Code : IE062 - Region (NUTS) Name : IE062

2014

2016

 
Compliant
 
Not compliant
 
Not relevant
 
No information
 
?


Description

YearComplianceTreatment typeLoadTreatment performance
2014Compliance : Compliant
Treatment met : Yes
Performance met : Yes
required : Secondary treatment
in place : More stringent treatment
Capacity:
3,500 p.e.From field <uwwCapacity> : Organic design capacity (p.e.)
Entering:
2,399 p.e.From field <uwwLoadEnteringUWWTP> : Load entering UWWTP (p.e.)
Load rate:
68.5 % underload<uwwLoadEnteringUWWTP> / <uwwCapacity> x 100
BOD:
PassFrom field <uwwBOD5Perf>
COD:
PassFrom field <uwwCODPerf>
TSS:
PassFrom field <uwwTSSPerf>
2016Compliance : Compliant
Treatment met : Yes
Performance met : Yes
required : Secondary treatment
in place : More stringent treatment
Capacity:
3,500 p.e.From field <uwwCapacity> : Organic design capacity (p.e.)
Entering:
2,002 p.e.From field <uwwLoadEnteringUWWTP> : Load entering UWWTP (p.e.)
Load rate:
57.2 % underload<uwwLoadEnteringUWWTP> / <uwwCapacity> x 100
BOD:
PassFrom field <uwwBOD5Perf>
COD:
PassFrom field <uwwCODPerf>
TSS:
PassFrom field <uwwTSSPerf>
Total phosphorus:
PassFrom field <uwwPTotPerf>

Entering load and design capacity

Entering load vs Physical Capacity (p.e.)
See the data table
Entering load vs Physical Capacity (p.e.)
See diagram
YearEnteringCapacityLoad rate
20142,399 p.e.3,500 p.e.68.5 % underload
20162,002 p.e.3,500 p.e.57.2 % underload

Agglomerations

Year
UWWTP capacity
Value define in <uwwCapacity> field for the UWWTP in the report file with definition : "Organic design capacity (p.e.)"
UWWTP Entering load
Value define in <uwwLoadEnteringUWWTP> field for the UWWTP in the report file with definition : "Load entering UWWTP (p.e.)"
Total of load collected by collecting systems and entering the UWWTPs
Sum of load adressed to UWWTP by linked agglomeration. The load addressed by an agglomeration to an UWWTP is calculated with the following formula : Generated load (p.e.) of the agglomeration (<aggGenerated>) x Rate of generated load of agglomeration collected through collecting system (% of p.e.) (<aggC1>) x % of load of agglomeration collected in collecting system and entering that treatmentplant (<aucPercEnteringUWWTP>)
Linked Agglomeration(s) with addressed load to the UWWTP
20143,500p.e.2,399p.e.2,165p.e.
20163,500p.e.2,002p.e.1,918p.e.
Notice : "UWWTP entering load" is based on measure of yearly average, "Total of load collected" is based on estimation of maximum over a year.

Discharge points

YearLinked Discharge point(s)
2014
2016