Water Infrastructure Project · Al-Tall, Syria

REWA Al-Tall

Municipal Wastewater Treatment & Reuse Project — Al-Tall, Rural Damascus Governorate, Syria.

Project Development

Al-Tall, Rural Damascus Governorate, Syria — field context.

Location
Al-Tall, Rural Damascus Governorate, Syria
Planned full-development capacity
10,000 m³/day
Implementation approach
Modular, phased
Current Stage
Preliminary Feasibility / Project Development
HEDROTEC’s role
Project Development · Engineering Coordination · Technical Integration
Place & Terrain

A foothill setting, north of Damascus.

Al-Tall is a foothill / mountainous settlement north of Damascus. Terrain of this kind directly affects how a wastewater system is engineered: it can enable gravity-assisted conveyance where the slope allows, and it can require pumping where it doesn’t — and it influences where a treatment site can realistically sit.

Schematic geographic context, Al-Tall relative to Damascus A generalized diagram showing Al-Tall's position north of Damascus, within mountainous / foothill terrain. Schematic geographic and terrain context only — not a site, sewer route, interception point or hydraulic corridor map. Location N Damascus Al-Tall Mountainous / foothill terrain

Schematic geographic and terrain context only — not a site, sewer route, interception point or hydraulic corridor map.

Geographic context

Al-Tall lies north of Damascus, within mountainous / foothill terrain.

Schematic geographic and terrain context only — not a site, sewer route, interception point or hydraulic corridor map.

Al-Tall – Damascus ≈10 km North of central Damascus
Al-Tall elevation ≈1,000 m Above sea level (a.s.l.)
Damascus elevation ≈680–700 m Above sea level (a.s.l.)

Approximate geographic reference values from public sources; not project survey data. They do not represent a surveyed alignment, hydraulic profile, sewer route, interception point or gravity-flow corridor.

No plant site, interception point or sewer route has been confirmed. Determining them is part of the topographic and hydraulic verification planned for the next project stage.


Demography · Water · Wastewater

Local Context.

Demographic & Infrastructure Pressure

Population ≈450,000 inhabitants Local authority planning estimate, 2026

Al-Tall has experienced substantial population growth, including growth associated with internal displacement during and after the conflict. Local authorities estimate the current population at approximately 450,000 inhabitants (2026) — a local authority planning estimate, not a census figure — reflecting sustained pressure on local infrastructure and services.

Water Stress

Water supply 18 wells Current local supply inventory; reliable availability subject to verification

Groundwater wells are a major component of Al-Tall’s current municipal water supply. Older contextual assessments indicate significant water-supply pressure and reported extended rationing intervals in parts of the city. Local authority records identify 18 wells in the current supply inventory; reliable availability varies with operating hours, downtime, seasonal conditions and network losses, and remains subject to verification.

Wastewater

Wastewater Existing sewer network No local treatment facility currently meeting the proposed reuse objective

Al-Tall has an existing sewer network, but no local treatment facility currently meeting the proposed local reuse objective.

The interception point, conveyance route and treatment site remain subject to field, topographic and hydraulic verification.

Wastewater-collection channel with reed banks, near Utaybah, Rural Damascus

Field documentation of a wastewater-collection area near Utaybah, Rural Damascus. Regional context only; no hydraulic connection to Al-Tall has been established.

Project Objective

What REWA Al-Tall is intended to achieve.

REWA Al-Tall is intended to establish local wastewater-treatment and reuse capacity for Al-Tall, addressing the current gap between an existing sewer network and the absence of a local treatment facility. The objective is to make treated water available for suitable non-potable applications, contributing to reduced pressure on freshwater resources, while building local technical and operational capacity through structured knowledge transfer. Achieving this objective depends on the feasibility, verification and design work described in the following sections.


Engineering Approach & Design Basis

A proven, conventional treatment sequence.

The treatment concept follows a proven, conventional process sequence, engineered for local operating conditions and long-term maintainability.

01

Municipal Wastewater

Untreated flow entering the system.

02

Pretreatment

Coarse solids and grit removed.

03

Biological Treatment

Organic load reduced using established, well-proven process technology.

04

Physical Solids Separation

Effluent quality stabilized ahead of reuse-oriented treatment.

05

Reuse-Oriented Treatment

Configured to the water-quality target of the intended reuse application.

06

Productive Water Reuse

Agricultural reuse, suitable non-potable municipal applications and other suitable non-potable uses.

Additional treatment stages can be integrated where required to meet the water-quality target of the intended reuse application.

The design basis is modular, enabling phased implementation. Planned full-development capacity is 10,000 m³/day. Phase capacities and implementation sequence will be confirmed during structured feasibility and project preparation.

Planned full-development capacity10,000 m³/day
ConfigurationModular — four treatment lines of approximately 2,500 m³/day each are envisaged for the planned 10,000 m³/day full-development capacity, enabling phased implementation
Process basisBiological treatment + physical solids separation + reuse-oriented treatment
View of Al-Tall, Syria, showing the municipal field context for the wastewater treatment and reuse project
Expected Results

What should change if the project is implemented.

These outcomes reflect the current project logic. They remain subject to confirmation through feasibility, verification and implementation planning, and are not a guaranteed or quantified impact projection.

  • Local wastewater-treatment capacity established
  • Treated water made available for suitable non-potable reuse
  • Contribution to reducing pressure on freshwater resources
  • Strengthened local technical and operational capacity
  • Engineering and operational know-how retained within the local institutional and technical system

Intended reuse applications

  • Agricultural reuse
  • Suitable non-potable municipal applications
  • Other suitable non-potable reuse applications, subject to feasibility

Current Project Assessment

Where the project stands.

July 2026 — project concept and local water context reviewed with the relevant water-sector authority and local stakeholders; preliminary feasibility development subsequently advanced.

REWA Al-Tall is currently at the preliminary feasibility / project-development stage of structured project preparation. Further feasibility, verification and implementation planning are required before detailed engineering and construction.

Current stage Preliminary Feasibility / Project Development
Next stage Field Verification + Basic Design
Already Available / Prepared
Local institutional coordination
Local / municipal water-context data
Preliminary feasibility development
Preliminary treatment concept
Preliminary engineering work
Early drawings, quantity estimates, technical specifications and calculation material
Preliminary cost and economic framework
Still Required / To Be Verified
Population and demand consolidation
Wastewater-flow monitoring
Wastewater-quality campaign
Sewer / network survey
Topographic survey
Interception and conveyance verification
Treatment-site screening
Reuse demand / offtake planning
Environmental and social screening
Ownership / operator model
Basic Design
Implementation and financing structure

The next stage is Field Verification and Basic Design — not construction, financing approval, or an EPC award.

Local Ownership

Three distinct roles, not one partner list.

Institutional Anchoring

Municipality of Al-Tall, District Administration, the local Water Institution, and an established local coordination committee provide local institutional anchoring and coordination for project development. Final ownership and operating arrangements have not yet been defined and will be confirmed during structured project preparation.

Community & Civil-Society Interface

The project-development approach provides for engagement with local civil-society and community actors — particularly on community needs, reuse acceptance, local communication and feedback.

Local Engineering & Delivery Capacity

Local engineering offices and institutions are already involved in the project’s development approach. Syrian engineering firms, specialized water-treatment companies, contractors and local supply chains are intended to play substantial roles in implementation and future operation and maintenance.

Knowledge Transfer

A central objective, not a side benefit.

Knowledge transfer is a central objective of REWA Al-Tall. The project-development approach is structured so that technical know-how remains within the local institutional and technical system.

01

Design Review Participation

Local operating entity participates in design review and equipment selection.

02

Specialized Training

Training on main equipment and systems ahead of procurement completion.

03

Pre-Operation Training

Safety, operation, control, laboratory and maintenance training.

04

Joint / Trial Operation

Shared operation under German and local technical supervision during commissioning.

05

Supported Operation

Gradual handover of operating responsibility to the local entity.

06

Independent Operation with Defined Technical Support

Independent operation with defined technical support.

07

Train-the-Trainer / Institutional Knowledge Retention

Internal trainers retain institutional knowledge through staff turnover.

FITT gGmbH, affiliated with htw saar (Saarland University of Applied Sciences), supports project development and the knowledge-transfer approach.

HEDROTEC’s Role

Project Development · Engineering Coordination · Technical Integration

HEDROTEC initiated REWA Al-Tall and contributes project development, engineering coordination and technical integration — the German–Syrian engineering interface. Future engineering and implementation responsibilities will be defined within the applicable project and procurement framework.


Project Documentation

Documentation access.

Project materials are made available according to institutional review requirements. Individual items are available through direct institutional engagement.

Available for institutional review
  • Water-needs and resource assessment
  • Preliminary engineering / treatment concept
  • Water-reuse concept
  • Preliminary geographic context material
  • Knowledge-transfer concept
  • Preliminary cost and economic assessment
Available upon request / controlled
  • Detailed technical materials
  • Stakeholder / authority documentation
  • Drawings and internal engineering files
  • CAPEX / OPEX material once validated
  • Environmental / social preparation material
  • Financing / implementation structuring material
  • Sensitive correspondence
Institutional Engagement

Seeking structured institutional engagement.

REWA Al-Tall is at the project preparation stage and is seeking structured institutional engagement toward feasibility and phased implementation.

Relevant engagement may include

  • Technical project evaluation
  • Feasibility and project preparation
  • Water-sector programme evaluation
  • Implementation structuring
  • Development-finance dialogue
  • Connection to the appropriate institutional water or Syria team
Contact
Firas Abou Kuba
Founder & Managing Director
HEDROTEC GmbH
Email
firas@hedrotec.com