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AQUA-CLEAN

POULTRY SLAUGHTER HOUSE APPLICATION

CASE STUDY                                                                               27/Sept./2001

 

Name: National Poultry Slaughter house.

Place: Karak – Jordan

Duration of study: 16/5 – 16/9/2001

 

DESCRIPTION:

A wastewater treatment plant consisting of:

Collection tank (160 M3).

 Aeration tank (7500 M3).

Clarifier tank (1600 M3).

Sludge collection tank (1130  M3).

Daily influent is 800-1000 M3.

            Waste water flows from the production area to the collection tank by a gravity and is pumped up to the aeration tank, and pumped thereafter to the clarifier.

 

Objectives of the study

  1. To reduce the parameters of effluent as follows:

Parameter

Current

Standard required

COD

4211 mg/L

150 mg/L

BOD

2725 mg/L

50 mg/L

TSS

1276 mg/L

50 mg/L

FOG

612 mg/L

5 mg/L

PO4

71 mg/L

15 mg/L

NH4

310 mg/L

5 mg/L

SVI

452 mg/L

150 mg/L

  1. To eliminate the bad odor of effluent, and of the sludge tank.
  2. To remove the 65 cm thick floating layer on the sludge tank.

RESULTS

A dosage plan using Aqua Clean was devised and implemented on The 16th of May 2001, the results were monitored, and the following are the findings.

Parameters

Parameter

16/5

16/6

3/7

9/9

16/9

COD

4122

1618

630

293

107

BOD

2725

779

275

46

12

TSS

1276

760

311

153

64

FOG

612

367

5.3

1.1

0.3

PO4

71

48

3.6

0.26

0.1

NH4

310

187.3

120.44

13.45

2.1

 

Bad Smell

One week after the starting date of the treatment, the bad smell was hardly traceable, and as of the 28th of May (12 days after treatment) and through the entire duration of the treatment no bad odor was detected.


The floating layer on the sludge tank.

Thickness (cm)

16/5


16/6


3/7


9/9


16/9

  65


    32


 0.5


 000


 000

 

CONCLUSION

  • The usage of Aqua Clean was effective in reducing all wastewater parameters to the limits set forth.
  • The smell and floating layer of sludge were both eliminated.
  • One month after the starting date of the trial, the color of the effluent has turned into a sort of pinky color for two weeks and returned to clear water color thereafter. We do believe that the reason for that change of color was the highly active purple bacteria in the first four weeks when there was a high concentration of hydrogen sulfide in both the aeration and sludge tank.
  • The customer was given two plans to choose from: one for 60 days and one for120 days. For economical reasons, the customer has decided to go for the120 days trial and save about 30% of the cost.