Sugar Mill Wastewater Re-use for Irrigation [Philippines]
- Creation:
- Update:
- Compiler: Philippine Overview of Conservation Approaches and Technologies
- Editor: –
- Reviewers: Ursula Gaemperli, Alexandra Gavilano
technologies_1914 - Philippines
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Expand all Collapse all1. General information
1.2 Contact details of resource persons and institutions involved in the assessment and documentation of the Technology
Key resource person(s)
land user:
Perater, Jr. Feliciano
BUSCO Sugar Milling Co., Inc.
Philippines
SLM specialist:
Betonio Gloria
Department of Agriculture-Regional Field Office 10
Philippines
Raquid Jemar
Bureau of Soils and Water Management
Philippines
Adel Dianne Michelle
Bureau of Soils and Water Management
Philippines
Benavidez Ryan
Bureau of Soils and Water Management
Philippines
1.3 Conditions regarding the use of data documented through WOCAT
The compiler and key resource person(s) accept the conditions regarding the use of data documented through WOCAT:
Yes
1.4 Declaration on sustainability of the described Technology
Is the Technology described here problematic with regard to land degradation, so that it cannot be declared a sustainable land management technology?
No
2. Description of the SLM Technology
2.1 Short description of the Technology
Definition of the Technology:
Re-using of wastewater to support agricultural crop production, as well as, to help in environmental protection
2.2 Detailed description of the Technology
Description:
With increasing water demand and with the changing climate, water availability or water security is critical for the agriculture sector as this resource is a fundamental prerequisite in crop production. Various solutions are tapped and one of it is harnessing the potential of wastewater to be used for irrigation.
In the Philippines, one of the companies that utilize their treated wastewater is the BUSCO SUGAR MILLING CO., INC. located in Brgy. Butong, Quezon, Bukidnon. This treated wastewater is currently being re-used as irrigation water for the BUSCO Cane Farms areas, adjacent to the Mill Site covering 493 hectares and also to their leased adjacent 323-ha agricultural land.
Primarily, water as an industrial by-product is evident in both raw and refined sugar milling process. Volume of wastewater can be generated in the following sources or stations of sugar production: mill and cane handling station, process and/or boiling house, refinery house, and boiler house. In BUSCO, this wastewater all goes to their common wastewater treatment plant with a capacity of 100,000 volumetric meter and uses primary and secondary treatment.
The treatment started with the screening of influent (waste water) which passes through a motor driven conveyor type system to separate the solid waste such as bagasse, bagacillo, silt/mud, sand, and trash canes. After the screening, it now proceeds to the oil/grease separation at the separator tank. Oil and grease that usually floats were removed via manual skimming. The next treatment process is called neutralization wherein the acidic influent (phof 4.0–5.0) will be added with chemicals (i.e. Lime and/or caustic soda) to neutralize and maintain the pH at 6.0–8.0. The neutralized wastewater is then impounded in a digester tank to undergo the process of digestion. Enzymes or bacteria are being introduced to enhanced biodegradation. Aeration is also applied to minimize suspended solids and scum formation. After this, wastewater is transferred to the lagoon for primary aeration process. Lagoons are belted with air diffuser membrane to produced fine bubbles and efficiently dissolved oxygen. Waste water was aerated and polluting substance decomposed. Further, the wastewater and the activated sludge are again mixed and aerated in the secondary and tertiary aeration where the polluting substances are further decomposed by oxidation and are absorbed. Finally, it will store in the final settling pond which will then be utilized for irrigation. The treated wastewater in BUSCO has a Biological Oxygen Demand (BOD) value of 50mg/L which is within the prescribed standard BOD parameters of wastewater quality to be used for crop irrigation (< 150mg/L).
Irrigation is done through the hand move spray irrigation system. It uses aluminum pipes backed by centrifugal pumps and spray nozzles. Aside from supporting the sugarcane water requirement particularly during dry months, the treated wastewater/effluent contains nutrients (Nitrogen- 2.5mg/L; Phosphorus- 3.8 mg/L; Potassium- 3.8 mg/L) which reduce fertilizer requirements of the sugarcane farm.
2.3 Photos of the Technology
2.5 Country/ region/ locations where the Technology has been applied and which are covered by this assessment
Country:
Philippines
Region/ State/ Province:
Bukidnon
Further specification of location:
Butong, Quezon
Specify the spread of the Technology:
- evenly spread over an area
If precise area is not known, indicate approximate area covered:
- 1-10 km2
Map
×2.6 Date of implementation
If precise year is not known, indicate approximate date:
- 10-50 years ago
2.7 Introduction of the Technology
Specify how the Technology was introduced:
- through land users' innovation
3. Classification of the SLM Technology
3.1 Main purpose(s) of the Technology
- reduce, prevent, restore land degradation
- conserve ecosystem
- protect a watershed/ downstream areas – in combination with other Technologies
3.2 Current land use type(s) where the Technology is applied
Cropland
- Annual cropping
- Perennial (non-woody) cropping
Perennial (non-woody) cropping - Specify crops:
- sugar cane
Number of growing seasons per year:
- 2
3.4 Water supply
Water supply for the land on which the Technology is applied:
- mixed rainfed-irrigated
3.5 SLM group to which the Technology belongs
- waste management/ waste water management
3.6 SLM measures comprising the Technology
structural measures
- S8: Sanitation/ waste water structures
management measures
- M6: Waste management (recycling, re-use or reduce)
3.7 Main types of land degradation addressed by the Technology
water degradation
- Hp: decline of surface water quality
3.8 Prevention, reduction, or restoration of land degradation
Specify the goal of the Technology with regard to land degradation:
- reduce land degradation
4. Technical specifications, implementation activities, inputs, and costs
4.1 Technical drawing of the Technology
Technical specifications (related to technical drawing):
Wastewater treatment flow diagram of BUSCO. The treatment started with the screening of influent (waste water) which passes through a motor driven conveyor type system to separate the solid waste such as bagasse, bagacillo, silt/mud, sand, and trash canes. After the screening, it now proceeds to the oil/grease separation at the separator tank. Oil and grease that usually floats were removed via manual skimming. The next treatment process is called neutralization wherein the acidic influent (phof 4.0–5.0) will be added with chemicals (i.e. Lime and/or caustic soda) to neutralize and maintain the pH at 6.0–8.0. The neutralized wastewater is then impounded in a digester tank to undergo the process of digestion. Enzymes or bacteria are being introduced to enhanced biodegradation. Aeration is also applied to minimize suspended solids and scum formation. After this, wastewater is transferred to the lagoon for primary aeration process. Lagoons are belted with air diffuser membrane to produced fine bubbles and efficiently dissolved oxygen. Waste water was aerated and polluting substance decomposed. Further, the wastewater and the activated sludge are again mixed and aerated in the secondary and tertiary aeration where the polluting substances are further decomposed by oxidation and are absorbed. Finally, it will store in the final settling pond which will then be utilized for irrigation. The treated wastewater in BUSCO has a Biological Oxygen Demand (BOD) value of 50mg/L which is within the prescribed standard BOD parameters of wastewater quality to be used for crop irrigation (< 150mg/L).
Author:
BUSCO Sugar Milling Co.
4.2 General information regarding the calculation of inputs and costs
Specify how costs and inputs were calculated:
- per Technology unit
4.3 Establishment activities
Activity | Timing (season) | |
---|---|---|
1. | Establishment of Waste Water Treatment Facilities |
Comments:
information not available.
4.4 Costs and inputs needed for establishment
Comments:
information not available. The Company bore 100% of the cost.
4.5 Maintenance/ recurrent activities
Comments:
information not available. The Company bore 100% of the cost.
4.6 Costs and inputs needed for maintenance/ recurrent activities (per year)
Comments:
information not available. The Company bore 100% of the cost.
5. Natural and human environment
5.1 Climate
Annual rainfall
- < 250 mm
- 251-500 mm
- 501-750 mm
- 751-1,000 mm
- 1,001-1,500 mm
- 1,501-2,000 mm
- 2,001-3,000 mm
- 3,001-4,000 mm
- > 4,000 mm
Agro-climatic zone
- humid
5.2 Topography
Slopes on average:
- flat (0-2%)
- gentle (3-5%)
- moderate (6-10%)
- rolling (11-15%)
- hilly (16-30%)
- steep (31-60%)
- very steep (>60%)
Landforms:
- plateau/plains
- ridges
- mountain slopes
- hill slopes
- footslopes
- valley floors
Altitudinal zone:
- 0-100 m a.s.l.
- 101-500 m a.s.l.
- 501-1,000 m a.s.l.
- 1,001-1,500 m a.s.l.
- 1,501-2,000 m a.s.l.
- 2,001-2,500 m a.s.l.
- 2,501-3,000 m a.s.l.
- 3,001-4,000 m a.s.l.
- > 4,000 m a.s.l.
Indicate if the Technology is specifically applied in:
- not relevant
5.3 Soils
If available, attach full soil description or specify the available information, e.g. soil type, soil PH/ acidity, Cation Exchange Capacity, nitrogen, salinity etc.
Soils are not relevant for this Technology.
5.4 Water availability and quality
Availability of surface water:
good
Water quality (untreated):
good drinking water
Is water salinity a problem?
No
Is flooding of the area occurring?
No
5.5 Biodiversity
Species diversity:
- high
Habitat diversity:
- high
5.6 Characteristics of land users applying the Technology
Sedentary or nomadic:
- Sedentary
Market orientation of production system:
- commercial/ market
Individuals or groups:
- groups/ community
- employee (company, government)
Level of mechanization:
- mechanized/ motorized
Gender:
- women
- men
Age of land users:
- middle-aged
- elderly
5.7 Average area of land used by land users applying the Technology
- < 0.5 ha
- 0.5-1 ha
- 1-2 ha
- 2-5 ha
- 5-15 ha
- 15-50 ha
- 50-100 ha
- 100-500 ha
- 500-1,000 ha
- 1,000-10,000 ha
- > 10,000 ha
5.8 Land ownership, land use rights, and water use rights
Land ownership:
- company
- individual, titled
Land use rights:
- leased
- individual
Water use rights:
- open access (unorganized)
5.9 Access to services and infrastructure
health:
- poor
- moderate
- good
education:
- poor
- moderate
- good
technical assistance:
- poor
- moderate
- good
employment (e.g. off-farm):
- poor
- moderate
- good
markets:
- poor
- moderate
- good
energy:
- poor
- moderate
- good
roads and transport:
- poor
- moderate
- good
drinking water and sanitation:
- poor
- moderate
- good
financial services:
- poor
- moderate
- good
6. Impacts and concluding statements
6.1 On-site impacts the Technology has shown
Socio-economic impacts
Production
crop production
Water availability and quality
irrigation water availability
Income and costs
expenses on agricultural inputs
Ecological impacts
Water cycle/ runoff
water quantity
Soil
nutrient cycling/ recharge
Climate and disaster risk reduction
drought impacts
6.2 Off-site impacts the Technology has shown
groundwater/ river pollution
6.5 Adoption of the Technology
- single cases/ experimental
Of all those who have adopted the Technology, how many did so spontaneously, i.e. without receiving any material incentives/ payments?
- 91-100%
Comments:
The BUSCO Sugar Milling did it spontaneously without receiving payments. Reduction in the wastewater discharge fee since the BOD level of the treated wastewater is within the allowable range.
6.6 Adaptation
Has the Technology been modified recently to adapt to changing conditions?
No
6.7 Strengths/ advantages/ opportunities of the Technology
Strengths/ advantages/ opportunities in the land user’s view |
---|
•Source of irrigation during water shortage on dry months •Additional source of nutrients thus decreasing the dependency on chemical fertilizers •Eliminate/Reduce wastewater discharge on water bodies thus reduction of water pollution •Complying to the environmental standards •Savings on wastewater discharge fee of the industrial company |
Strengths/ advantages/ opportunities in the compiler’s or other key resource person’s view |
---|
Contribute in the elimination or reduction of water pollution in the near-by water bodies. Complying to the environmental standards. Water availability particularly during dry months. |
6.8 Weaknesses/ disadvantages/ risks of the Technology and ways of overcoming them
Weaknesses/ disadvantages/ risks in the land user’s view | How can they be overcome? |
---|---|
none |
Weaknesses/ disadvantages/ risks in the compiler’s or other key resource person’s view | How can they be overcome? |
---|---|
Investment cost. |
Optimizing the operation of the treatment facility; possible utilization of other wastes like sludge, mill ash, and mudpress into soil conditioner or fertilizer |
7. References and links
7.1 Methods/ sources of information
- field visits, field surveys
- interviews with land users
When were the data compiled (in the field)?
05/10/2016
7.3 Links to relevant online information
Title/ description:
not available
Links and modules
Expand all Collapse allLinks
No links
Modules
No modules