Due to the deficiency in the present drinking water system, the project of transmission line and the drinking water treatment plant for the demand for the projection year, 2040 by using Çalı Creek as the water resource.

OWNER OF THE PROJECT
General Directorate of Bank of Provinces

FINANCIER OF THE PROJECT
General Directorate of Bank of Provinces

DESCRIPTION OF THE PROJECT
The County, Esenköy is being counted recently in rapidly developing counties due to the closeness to İstanbul and richness in tourism. The County is currently supplied its water demand from 3 separate springs by transmitting them directly to the network. Due to the deficiency in the present drinking water resources, it is planned that the demand of drinking water is to be supplied from Çalı Creek and treatment plant is to be constructed in the County in the Project. The raw water is being transmitted by the transmission line with a diameter of Ø400 mm and a length of 5.6 km to drinking water treatment plant through an intake system. 120 m long-part of pipe line is to be planned to be constructed in concrete bed due to the topographical and geological formation of the area. The transmission line is composed of both gravity- and force flow.
The drinking water treatment plant is constructed on a land of 18,000 m2 wide. The treatment process is selected as slow sand filter considering the influent and effluent quality of water.
Drinking water treatment plant is design according to:

Project Population : 48,500 ca
Project Flowrate : 6,500 m3/day
Plant Units :
-Pre-Chlorination and Aeration Structure
-Sedimentation Tank
-Slow Sand Filter
-Chlorine Contact Tank Contact Tank
-Water Reservoir
-Chlorine Building
-Administration Building
-Employee House

Due to the deficiency in the present drinking water system, the project of transmission line and the drinking water treatment plant for the demand for the projection year, 2036.

OWNER OF THE PROJECT
General Directorate of Bank of Provinces

FINANCIER OF THE PROJECT
General Directorate of Bank of Provinces

DESCRIPTION OF THE PROJECT
The County, Bayramiç is currently supplied its water demand by 3 separate springs and 3 caisson wells; on the other hand, the County, Ezine is currently supplied its water demand by 1 spring and 4 deep wells. Due to the deficiency in the wells and springs, the new project is designed by using the Bayramiç Dam as the water resource.
The raw water is being taken through present branch by the transmission line with a diameter of Ø400 mm and a length of 600 m to drinking water treatment plant planned to be constructed near the Dam through an intake system. The treated water is being transmitted by using 3-group-pumping station to the network reservoir and then, it is being transmitted to the Ezine’s and other network reservoirs.
The drinking water treatment plant is constructed on a land of 25,000 m2 wide. The treatment process is selected as slow sand filter considering the influent and effluent quality of water.
Drinking water treatment plant is design according to:

Project Population : 73,00 ca
Project Flowrate : 10,400 m3/day
Plant Units :
Pre-Chlorination and Aeration Structure
Sedimentation Tank
Slow Sand Filter
Chlorine Contact Tank Contact Tank
Water Reservoir
Chlorine Building
Administration Building
Employee House

Due to the deficiency in the present drinking water system, the project of transmission line and the drinking water treatment plant for the demand for the projection year, 2030 by using Fol Creek as the water resource.

OWNER OF THE PROJECT
General Directorate of Bank of Provinces

FINANCIER OF THE PROJECT
General Directorate of Bank of Provinces

DESCRIPTION OF THE PROJECT
Due to the deficiency in the present drinking water resources, it is planned that the demand of drinking water is to be supplied from Fol Creek and treatment plant is to be constructed in the County in the Project.
The raw water is being transmitted by the transmission line with a length of 130 m to drinking water treatment plant through an intake system. The treatment process is selected as slow sand filter considering the influent and effluent quality of water.
Drinking water treatment plant is design according to:

Project Population : 29,800 ca
Project Flowrate : 3,500 m3/day
Plant Units :
-Pre-Chlorination and Aeration Structure
-Sedimentation Tank
-Slow Sand Filter
-Chlorine Contact Tank Contact Tank
-Water Reservoir
-Chlorine Building
-Administration Building
-Employee House

The project of transmission line with a diameter of Ø200 mm and a length of 10 km and the drinking water treatment plant with a capacity of 1,050 m3/day of the County Kirli (ORDU).

OWNER OF THE PROJECT
General Directorate of Bank of Provinces

FINANCIER OF THE PROJECT
General Directorate of Bank of Provinces

DESCRIPTION OF THE PROJECT
The project is considered in the scope of Centrum, Salavat, Teknepınar, Evci, Tepeharman, Emek Towns of the County, Kirli. In current situation, there is no any present water distribution network system in these Towns, therefore, it is planned that the demand of drinking water is supplied from Cehennem Creek in the Project.
The raw water is being taken by the transmission line with a diameter of Ø200 mm and a length of 10 km to drinking water treatment plant through the intake system constructed on the Cehennem Creek.
Drinking water treatment plant is design according to:

Project Population : 9,700 ca
Project Flowrate : 1,050 m3/day
Plant Units :
-Pre-Chlorination and Aeration Structure
-Sedimentation Tank
-Slow Sand Filter
-Chlorine Contact Tank Contact Tank
-Water Reservoir

The project of transmission line with a diameter of Ø400 mm and a length of 4.4 km, the drinking water treatment plant with a capacity of 11,230 m3/day of the County Çubuk (ANKARA).

OWNER OF THE PROJECT
General Directorate of Bank of Provinces

FINANCIER OF THE PROJECT
General Directorate of Bank of Provinces

DESCRIPTION OF THE PROJECT
The drinking water demand of the county is supplied presently by deep groundwater and caisson wells. However, the yield of the wells varies depending on the quantity of the released water from Çubuk I Dam and in the near future, the wells would not satisfy the demand of the county. Therefore, it is decided that the future water demand will be supplied from Çubuk II Dam.
The raw water is being taken trough steel pipes placed in the derivation tunnel. The water level in the dam varies and this causes that two transmission line project is created; first one is for gravity flow used when the water level high in the dam; second one is for forced flow used in case of low water level in the dam.
According to the demand for the projection year, 2026, the final design of transmission line with a diameter of Ø400 mm and a length of 4,4 km, the drinking water treatment plant with capacity of 11,230 m3/day are projected.
Drinking water treatment plant is design according to:

Project Population : 101, 440 ca
Project Flowrate : 11,230 m3/day
Plant Units :
-Aeration and Inlet Structure
-Rapid and Slow Mixers
-Sedimentation Tank
-Rapid Sand Filter
-Chlorine Contact Tank Contact Tank
-Water Reservoir