Three pilot plants / installations have been realised in the project:

Morocco: El Attaouia - greywater treatment and reuse for Hammam and Apartment Houses

Egypt: Sekem - mixed wastewater treatment and reuse for a medium size community

Tunisia: Chorfech - mixed wastewater treatment and reuse for a medium size community + primary school water management optimisation + house installation of Ecosan tools (dry toilet, waterfree urinal, composting box)

 

 
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Pilot Plants

 

Design Report

Pilot Plant

CHORFECH, Tunisia
 

•  Introduction

The pilot plant planned in Chorfech (Tunisia) is a partnership between the project “Sustainable Concepts Towards a Zero Outflow Municipality (Zer0-M), mainly the Tunisian partner Centre de Recherches et des Technologies des Eaux (ex INRST, LEE), and the Office National d'Assainissement (ONAS). Zer0-M is a project in the Euro-Mediterranean Regional Programme for Local Water Management (MEDA Water programme), funded by the European Commission and the national partners of the project. ONAS participates with 20% of the cost of the pilot system as indicated in the agreement signed between CERTE and ONAS in June 2006.

The pilot activity is mainly meant as a demonstration of sustainable water management solutions as suggested by Zer0-M (low-cost wastewater treatment), which shall prove that these solutions work under real conditions and ultimately allow the further spreading of the demonstrated techniques. The pilot activity will also help to gain experience with the techniques implemented under real conditions and improve them if necessary until they can be recommended for wide application in rural settlements in Tunisia.

Last but not least they shall help to ease the difficulties in water and wastewater management faced by the fast growing community of Chorfech, a rural settlement in semi-arid climate with constantly increasing water consumption and very limited financial resources for the supply and sanitation services.

Chorfech is a rural settlement of about 50 houses counting 345 inhabitants (see figure 1). It is located in the Northwest of Tunis about 24 Km (national road GP8) between Tunis and Bizerte.

Figure 1: Overview of Chorfech settlement, sewerage network and pilot plant site (Google Photo)

The main activity at Chorfech is agriculture. The village has a conventional sewerage network linked to a septic tank. The diagnosis of the network, carried out by ONAS in spring 2007, show some problems:

•  problem of slope and quality of connection,

•  rainwater entrance into the sewerage network,

•  isolated houses not connected to the network,

•  grey water collected separately and discharged directly out of the houses , …).

Figure 2: Manhole of network (1), evacuation of individual grey water (2) and drainage canal (3).

There are in total 49 connecting points to the sewerage network and the last collector discharges the raw wastewater into the septic tank before discharging into a drainage channel.

The pilot plant should provide the possibility for safe reuse of the wastewater treated, and the systems will be operated as demonstration and a good example for rural settlements in Tunisia with low-costs.

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•  Activities

The Zer0-M project therefore suggested the design described below for a pilot wastewater treatment plant as a solution for an efficient wastewater treatment.

The intention of the plant is to increase the available water for agricultural purposes and at the same time solve the problem of uncontrolled wastewater discharge in the drainage channel nearby. A “sludge treatment constructed wetland” for treating and composting the primary sludge accumulated in the Imhoff tank allows the reuse of the nutrients as high quality fertiliser on the fields.

It seemed advisable to design a robust system, as “simple” and “low-tech” as possible, even though the water quality at the discharge point has to be rather excellent due to the stringent national regulation.

Table 1 : The suggested design for the pilot treatment plant consists of:

Part

Part No.

•  Pumping well at the ending point of the existing sewer

B101

•  Inlet well

B102

•  Imhoff tank

B103

•  Partition well (2-ways) + by-pass valves to 2 nd stage or 3 rd stage

B104

•  1 st stage HF CW

B105

•  Outlet well + By-pass valves to 3 rd stage

B106

•  Partition well (2-ways)

B107

•  Siphons wells

B108

•  2 nd stage VF CW

B109

•  Outlet well + by-pass valves to Discharge in the Channel or to Storage Tank for reuse in agriculture

B110

•  3 rd stage HF CW

B111

•  Outlet well à Discharge in the Channel

B112

•  Sludge emptying well (with pump)

B113

•  Sludge treatment constructed wetland (drying / composting)

B114

The provided works on the plant will include civil, electro-mechanical works and supplies (piping system, pumps, valves).

This Alternative (O2) has been chosen by a comparison of 4 different options:

 

Treatment

Remark 1

Remark 2

Pressure on Sinks

Investment Cost (€)

O&M Cost (€)

O1

Septic tank + horizontal CW

Elimination of nitrogen insufficient for Tunisian Standards for wastewater reuse NT 106.02

Need energy for denitrification

COD (g/d): 1221

N (g/d): 1300

P (g/d): 196

65000,00

1500,00

O2

Imhoff tank + hybrid CW: H, V, and H

Raising of the first CW by 1,5m is necessary. H + V during wastewater reuse.

No problem for feeding of pilot plant but needs to manage the site

Area: about 1800m 2 ; evapo-transpiration loses the waters.

COD (g/d): 740

N (g/d): 270

P (g/d): 164

12100,00

2000,00

O3

Horizontal CW + Storage of treated wastewater

Storage in winter for summer reuse

Problem of mosquitos and algea and water pollution

COD (g/d): 0

N (g/d): 0

P (g/d): 0

93000,00

2300,00

O4

Imhoff tank + H+V CW + free water system

Use the draining channel for free water system after improvement of circulation in the channel (course, gravel, dam….); self-purification : elimination of diffuse pollution

Risk the pollution of the nape and to broke the hydraulic equilibrium

Necessity to know the quality of water in the channel

COD (g/d): 23

N (g/d): 10

P (g/d): 158

72000,00

1900,00

 

•  Dimensioning Criteria

•  Design Horizon: 2021

•  500 inhabitants (presently 345 inhabitants), 50 l/inhabit/d (25 m 3 /d).

The present wastewater production in the target area is about 17 m³ per day.

Actual design flow rate:

Daily wastewater production

17,25

m³/d

Unused capacity (actual) - security factor

7,75

m³/d

Actual design flow rate

25

m³/d

 

 

The outlet water quality (treated wastewater) is expected to comply with the following values (Tunisian Standards for wastewater reuse NT 106.03):

pH 6.5 to 8.5

TSS < 30mg/l

Turbidity < 2 NTU

COD < 90 mg/l

BOD 5 < 30 mg/l

Nematodes eggs < 1 / 1 l

There is no limitation for the nitrogen in the case of reuse for irrigation.

If there is no reuse, the outlet quality for treated wastewater to be discharged into the aquatic environment must be satisfied ( Tunisian Standards for wastewater discharge NT 106.02 ):

Physical and chemical

pH 6.5 to <8.5

Colour 70 mg/l Platinum scale

TSS 30 mg/l

BOD 5 30 mg O2/l

COD 90 mg/l

Nitrogen (N-NH 4 and organic) 1 mg/l

NO 3 50 mg/l

NO 2 0,5 mg/l

Bacteria

FC 2000 FC / 100ml

FS 1000 FS / 100ml

Salmonella Absence / 5000 ml

Cholera ( vibrion) Absence / 5000 ml

 

The CW treatment system will produce an effluent with the following quality:

TSS < 15 mg/l

BOD 5 < 20 mg O2/l

COD < 50 mg/l

Nitrogen (N-NH 4 and organic) < 1 mg/l

NO 3 < 40 mg/l

NO 2 < 0,5 mg/l

Bacteria

FC < 2000 FC / 100ml

FS < 1000 FS / 100ml

Salmonella Absence / 5000 ml

Cholera ( vibrion) Absence / 5000 ml

 


 

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