DAF or Complete ETP: Start with the Treatment Obligation
A Riyadh factory needs a DAF system when its wastewater contains removable oil, grease, suspended solids or colloidal material and the main objective is primary separation. It needs a complete industrial ETP when the factory must also reduce soluble BOD and COD, obtain regulated discharge, recover water for reuse or manage the full biological, polishing and sludge train. Selection cannot be made from daily flow alone: bidders need representative COD, BOD, TSS, FOG, pH, salinity, average and peak flow, temperature, production-event data and the controlling permit or reuse specification.
DAF is a physicochemical process in which coagulated solids, oil and grease, and other floatable or colloidal material are separated from wastewater. It is normally primary pretreatment ahead of biological treatment, not a substitute for it. A standalone unit can also be justified where the objective is oil-and-solids interception or recovery before another treatment or discharge route. The DAF unit engineering selection framework should therefore be used to define hydraulic and treatment duty rather than simply compare tank prices.
An industrial effluent treatment plant is a configured train, not a product label. Depending on the wastewater and receiving requirement, it may include screening, equalisation, pH correction, chemical dosing, DAF, biological treatment, clarification or MBR solids separation, polishing, disinfection, sludge dewatering and odour control. Emvees lists DAF, MBBR, extended aeration, MBR and SAFF among its industrial wastewater technologies, confirming that these processes solve different duties and should be combined according to the treatment objective.
| Decision condition | Technical requirement | Procurement implication |
|---|---|---|
| Oil, FOG and suspended solids require interception or recovery | DAF, with coagulation and sludge removal | Specify flotation duty, chemical dosing and recovered-solids handling |
| Soluble BOD and COD require biological removal | DAF where required, followed by biological treatment | Size biology from representative organic loading and temperature |
| Sewer discharge or regulated discharge is required | Complete ETP with applicable solids separation and disinfection | Issue the controlling permit and require performance guarantees |
| Cooling, cleaning or process reuse is required | ETP plus application-specific polishing | Define guaranteed reuse parameters, test methods and acceptance conditions |
Match the Wastewater Profile to the Treatment Train
Spans reports that dairy, meat, poultry and confectionery factories in Saudi Arabia generate wastewater with BOD of 500–5,000 mg/L and FOG of 50–500 mg/L, and concludes that physicochemical primary treatment is needed before biological stages (Spans, source accessed 2026). For these sectors, DAF is normally the logical first treatment step, but the final train still depends on biological loading, equalisation requirements and the receiving or reuse specification. The DAF design for dairy wastewater provides a sector-specific reference rather than a universal design.
Food and beverage factories must also examine cleaning-in-place discharges. Spans states that CIP chemical releases create pH extremes that require equalisation and pH correction (Spans, source accessed 2026). Equalisation therefore serves two purposes: it smooths hydraulic and contaminant shocks, while pH adjustment protects biological treatment and controls chemical dosing. Bidders should state how batch dumps, shift changes and cleaning events enter the flow and load model.
Chemical and metal-finishing factories need equalisation, application-specific physicochemical control and metals or toxicity management before biology. Residual toxicity must be verified before selecting the biological process because a conventional activated-sludge or biofilm train may not provide an acceptable biological response. For textile and paper streams, the design must check colour, salts, suspended solids and hot-process contributions rather than treating them as generic food-processing effluent.
A defensible preliminary sequence is:
- Equalisation, flow and load smoothing, and pH control.
- DAF or another application-specific physicochemical pretreatment step.
- Biological treatment selected for the measured organic and inhibitory load.
- Clarification or MBR solids separation.
- Application-specific polishing and disinfection where required.
- Sludge dewatering, storage and an approved disposal route.
HydropureWater’s Dammam guide cites DAF performance of up to 90% TSS removal and up to 95% FOG removal when properly coagulated, while explicitly presenting them as design references rather than guaranteed plant outcomes (HydropureWater, 2026). A bid guarantee must therefore state the applicable influent conditions, test method, sampling point and acceptance criteria.
| Factory wastewater profile | Primary pretreatment | Treatment and verification focus |
|---|---|---|
| Food, beverage, dairy, meat, poultry or confectionery | Equalisation, pH correction and DAF | Biological loading, FOG recovery, solids separation and disinfection |
| Chemical or metal finishing | Equalisation and application-specific physicochemical control | Metals removal, residual toxicity, pH and biological compatibility |
| Textile | Equalisation and colour or solids control | Salt effects, colour removal and biological response |
| Paper | DAF or other solids and physicochemical separation | Suspended-solids load, colour, temperature and downstream biology |
Build the Wastewater Dataset Before Sizing Equipment

Average flow does not establish the hydraulic duty of a DAF, the required equalisation volume or the contaminant-loading capacity of biological treatment. The information request should cover representative COD, BOD, TSS, FOG, pH, salinity, average flow, peak flow, flow variation and temperature, together with the intended discharge route or reuse application. It should also identify production schedules and the frequency, duration and volume of abnormal discharges.
Sampling must cover normal production and identified events such as cleaning-in-place releases, batch dumps and shift changes. Without event data, equalisation and pH-control duties can be understated, while biological capacity may be based on an average that never represents the operating condition. If historical records are incomplete, issue one agreed sampling plan to all bidders rather than allowing each supplier to adopt a different influent assumption.
The industrial DAF system catalogue covers 4–300 m³/h across 13 standard models, but this is a screening range rather than a universal sizing rule (HydropureWater, 2026). Final selection must check measured peak flow, hydraulic retention, flotation duty, coagulant and flocculant demand, operating temperature and sludge removal against the actual wastewater and production schedule. Chemical dosing must be sized from the measured chemistry; an automatic chemical dosing system cannot be treated as a minor accessory after the DAF duty is fixed.
Give every bidder the same wastewater dataset, production-event information, permit conditions and reuse brief. Also require each bidder to show its design basis: measured flow assumptions, hydraulic calculations, contaminant loads, temperature checks, biological volume or loading, equalisation strategy, sludge-generation basis and treatment guarantees. These details allow the buyer to compare technical merit rather than recognise differences in scope.
| Information package | Required content | Design question exposed |
|---|---|---|
| Representative analysis | COD, BOD, TSS, FOG, pH, salinity and temperature | Which biological, flotation and polishing duties apply? |
| Hydraulic record | Average flow, peak flow, variation, operating hours and event discharges | What flow and retention basis does the equipment need? |
| Production-event schedule | CIP releases, batch dumps, shift changes and duration | How much equalisation and chemical control are required? |
| Receiving or reuse brief | Permit limits, estate conditions, intended use and acceptance tests | Which final treatment and polishing scope is justified? |
| Bidder design basis | Loads, temperatures, calculations, guarantees and operating assumptions | Are quotations based on the same duty? |
Apply Riyadh Climate, Permit and Reuse Conditions
Spans reports SASO 1465 sewer-discharge values of BOD not exceeding 30 mg/L, TSS not exceeding 100 mg/L, COD not exceeding 250 mg/L and oil and grease not exceeding 10 mg/L (Spans, source accessed 2026). These are sewer limits, not a universal industrial water-reuse specification. The factory should obtain its current industrial licence and any MODON or industrial-estate conditions, which Spans states may be stricter than the sewer values.
For cooling, cleaning or process reuse, issue an application-specific quality brief. A general statement that the effluent is reusable is not technically or commercially sufficient. The brief should identify the end use, guaranteed parameters, test methods, sampling conditions and acceptance procedure. For example, a bidder proposing an MBR wastewater treatment system should state whether further UF, RO or other polishing is required, rather than treating membrane bioreactor effluent as reusable by default. The ultrafiltration system should likewise be justified by the reuse brief.
Temperature belongs in the process design. Spans reports a 35–45°C range for Saudi industrial influent and notes that elevated temperatures can accelerate microbial metabolism while increasing MBR fouling and ammonia-stripping requirements (Spans, source accessed 2026). Bidders should therefore check biological loading and aeration, membrane performance, ammonia loss, odour, evaporation from open units and the water balance. Hot-process contributions should be separated from the normal wastewater temperature profile.
If the objective is zero liquid discharge, membrane concentration and evaporation require a separate scope; sewer-compliance treatment does not establish ZLD feasibility. Spans also cites a 70% target under the National Water Strategy 2030 for treating and reusing generated wastewater (Spans, source accessed 2026). That policy target explains the strategic importance of reuse but does not determine a factory’s equipment selection without a defined application and quality specification.
Choose the Right ETP Delivery Format

DAF is a treatment technology, while packaged and civil-built ETP are delivery formats. A standalone DAF has the narrowest process scope; a packaged ETP can integrate a wider sequence under one supply contract; a civil-built ETP requires clearer interfaces between installed plant, civil works and the factory. Delivery format does not change the need to select DAF, biology, solids separation and polishing according to process duty.
Spans describes containerised ETP examples covering 10–500 m³/day, with screening, physicochemical treatment, DAF, MBBR biological treatment, clarification, sand filtration and disinfection (Spans, source accessed 2026). This is an example, not an assurance that every packaged offer includes those modules. Ask bidders to identify the actual included processes and any treatment duty not covered by the quoted flow.
| Delivery format | Process and civil scope | Principal buyer checks |
|---|---|---|
| Standalone DAF | Primary solids, FOG, oil and grease removal; no complete biological train | Flotation duty, chemical dosing, sludge removal, downstream treatment and discharge route |
| Packaged ETP | Integrated modules with civil and utility interfaces around the supplied package | Included ancillaries, transport access, foundations, drainage, electrical supply, installation sequence and operator training |
| Civil-built ETP | Application-specific process with site tanks, civil works and installed equipment | Division of civil and equipment responsibilities, site utilities, commissioning boundary, future expansion and local operating capability |
Factory-built delivery does not automatically reduce project risk. Transport access, foundations, drainage, electrical supply, utilities and installation sequence must be defined before award. A civil-built plant can still use DAF, MBR and other advanced processes, while a packaged train still needs application-specific process selection.
The decision should be based on measured peak flow, available footprint, reuse objective and local operating capability. If the site cannot reliably maintain chemical dosing, biological operation, membrane cleaning or sludge handling, a nominally suitable package will not deliver dependable performance.
Issue a Tender That Produces Comparable Quotes
A comparable ETP quotation must price and guarantee the complete treatment scope; comparing tank or flotation equipment prices alone hides downstream operating and disposal liabilities. Every bidder should provide an itemised equipment list with capacities, materials, process duty, utilities, connections and exclusions. Require technical schedules for screening, equalisation, pH and chemical dosing, DAF, biological treatment, solids separation, polishing, disinfection, sludge dewatering, pumps, blowers, controls and odour control where relevant.
Chemical offers should identify coagulants, flocculants, pH adjusters, membrane-cleaning chemicals and anti-scalants, with the consumption basis, storage requirements and replacement schedule. Equipment suppliers should also state whether solids are recovered, dewatered and disposed of through the plate-and-frame filter press or another route, because sludge handling remains an operating obligation even when it is outside the main treatment package.
Separate prices and assumptions for capital equipment, installation and civils, commissioning and training, chemicals, energy, preventive maintenance, O&M, staffing, spares and sludge disposal. The DAF operating-cost breakdown can help buyers identify the categories that need transparent pricing, but it cannot substitute for a project-specific quotation.
Ask each bidder for two relevant industrial case histories with contactable references and require the named process engineer, commissioning lead and O&M personnel. The available research publishes no general ETP price list. A defensible quotation therefore requires the wastewater profile, average and peak flow, treatment target, process scope, utilities, civil works and sludge route, with recurring operating costs separated from initial supply price.
| Bid schedule | Require from every bidder | Commercial risk controlled |
|---|---|---|
| Equipment and process | Capacity, duty, materials, utilities, connections and exclusions | Prevents omissions hidden by a headline equipment price |
| Site and installation | Foundations, civil works, roads, drainage, wiring, lifting, erection and local approvals | Defines who pays for site infrastructure |
| Commissioning | Test protocol, acceptance criteria, documentation and operator competence checks | Establishes a defensible handover |
| Operating resources | Chemicals, energy, maintenance, staffing, spares and sludge disposal | Exposes recurring costs excluded from capital pricing |
| Performance evidence | Two relevant references and named delivery personnel | Tests relevant experience rather than generic capability |
Frequently Asked Questions
What DAF capacity does a Riyadh factory need?
Size the DAF from measured peak flow, representative TSS and FOG data, hydraulic retention, flotation duty, chemical dosing and sludge removal—not catalogue capacity or daily average flow alone. The supplier should state its design basis and show how production events, temperature and the operating schedule affect performance.
How much does an industrial ETP cost in Riyadh?
The available research provides no general ETP price list. Request separate quotations for capital equipment, installation, civils, commissioning, chemicals, energy, preventive maintenance, staffing, spares and sludge disposal. Each bidder should use the same wastewater profile, flow data, treatment target and site conditions so that omissions and lifecycle liabilities remain visible.
Which compliance requirements control an ETP in a Riyadh industrial estate?
SASO 1465 sewer values and application-specific reuse quality are separate requirements. Spans reports SASO 1465 limits of BOD not exceeding 30 mg/L, TSS not exceeding 100 mg/L, COD not exceeding 250 mg/L and oil and grease not exceeding 10 mg/L, while noting that MODON conditions may be stricter (Spans, source accessed 2026). Obtain the current licence and estate conditions, then issue them with a use-specific reuse brief.
How long should an ETP delivery take?
The supplied sources describe containerised ETP examples and factory-tested systems but provide no general lead-time range. Require the manufacturer to confirm manufacturing, transport, customs, local civil works, installation and commissioning dates separately, along with the factory and site responsibilities that affect the schedule.