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<Proceedings of the International Symposium on Efficient Water Use in Urban
Areas
- Innovative Ways of Finding Water for Cities ->
CASE STUDIES OF DOMESTIC AND INDUSTRIAL WATER REUSE
FOR NON-POTABLE APPLICATIONS
Bruce Jank, Ph.D., P.Eng.
Canadian Global Environmental Technologies 677 Montego Crescent
Burlington, ON, Canada L7N 2Y9
ABSTRACT
The lack of an adequate water supply and the cost of water are the two
most significant driving forces in the implementation of a water reuse
program. Four case studies addressing various options for implementation
of successful water reuse programs are presented in this paper. The
SUTRANE Integrated Wastewater Treatment System for reuse of water,
nutrients and energy represents a low cost option for treatment and reuse
of wastewater from domestic and industrial sources. The Monterrey, Mexico
water reuse program represents an example of a very large water management
program where virtually all of the wastewater from the city is treated and
reused either directly for non-potable industrial reuse or indirectly for
potable water reuse throughout the city. The Oneida Industrial Park
project represents a full scale demonstration of a total water reuse
program for an industrial park which does not have access to water
distribution and wastewater collection systems. The fourth case study is
the presentation of a conceptual model which addresses water reuse issues
within industrial park complexes.
KEYWORDS
Industrial water reuse; industrial wastewater reuse; water management
planning; water reuse; water reclamation; SUTRANE treatment system;
wastewater treatment.
INTRODUCTION
In locations where the quantity of water is limited or an adequate water
supply is not available, treated wastewater becomes a viable option for
non-potable reuse applications. The wastewater source may be of domestic
or industrial origin with rainwater representing a significant source to
supplement the volume required. An important consideration is the
consistency of the quantity and quality of the wastewater source stream.
The quality of the product being reused must also be well defined as
inadequate treatment may limit the acceptability for the end user while
over treatment could substantially increase the cost per unit of
production.
The technology for the treatment of the wastewater to appropriate reuse
standards is well defined. Optimization of system design and operation for
the more conventional technologies has resulted in improved process
performance and a reduction in the total cost of production of a unit
volume of water. A wide range of technologies is being applied with
further refinements and modifications being made to continually improve
the quality and reduce the costs. As a result, the factor limiting the use
of wastewater in water reuse applications is not the acceptability of the
treatment technology, but is primarily related to the acceptability of the
product water and more importantly the cost of producing the water for
reuse.
In this presentation, four case studies involving the use of wastewater
for non-potable water reuse will be described. They are as follows:
- The SUTRANE Integrated Wastewater Treatment System, a low cost option
for treatment of wastewater from domestic and industrial sources.
- A description of the extensive water reuse program for Monterrey,
Mexico, a city with a heavy industrial base and totally inadequate raw
water supply.
- Oneida Industrial Park, an industrial park being established with
total water reuse within the industrial complex, because water
distribution and wastewater collection systems are not available.
- The presentation of a conceptual model for water reuse within
industrial park complexes with emphasis on recovery of product losses,
treating of residual wastewater flows, and on-site reuse of the treated
effluent.
CASE STUDY NUMBER 1: THE SUTRANE SYSTEM
Process Description
The SUTRANE system incorporates a low cost version of a constructed
wetland which functions best in warm climates and is ideally suited for
developing countries. The technology was developed using a total system
approach which provides reuse of water, nutrients and energy for
industrial and municipal applications. The SUTRANE Integrated Wastewater
Treatment System was developed by Professor Jesús Arias Chavez of
the University of Chapingo in Texcoco, the State of Mexico. The technology
has been further developed and marketed by the Xochicalli Eco-Development
Foundation, A.C., Mexico D.F.
The English translation for SUTRANE is the Unit Treatment System for the
Reuse of Water, Nutrients and Energy at the domestic level. As illustrated
in Figure 1, the system provides primary and secondary treatment. The
primary system includes an anaerobic digester for the treatment of black
water and a two-stage reactor for the treatment of grey water, a
pre-oxygenator (a box filled with stone and gravel) followed by a grease
trap. Both primary effluents flow into a channel with aquatic plants.
These effluents sub-irrigate a secondary filtration field constructed of
stone, gravel and sand, with the entire bed placed on an impermeable film.
Selected plants are grown on the filtration bed. A multi-purpose
greenhouse can be used to provide optimal growth for the plants in both
stages of secondary treatment.
For larger systems, the SUTRANE system concepts have been incorporated
into a design referred to as the Dual Microplant system. The components of
this system are presented in Figure 2. Blackwater combined with the
biodegradable organic fraction of solid wastes is treated in a three-stage
anaerobic reactor followed by solid/liquid separation and effluent
polishing. The selection of the effluent polishing tertiary treatment
technology is based on the water quality reuse requirements.
The anaerobic digesters decompose complex organic material, thereby
generating methane gas and liberating essential nutrients for plant growth
in the secondary treatment system. The methane gas is used as a fuel
source for cooking or heating.
Pre-treatment, including the pre-oxygenator, provides film flow on the
surface of the rock media, absorbing oxygen necessary to counteract the
harmful effect of the detergents. This effluent flows to the grease trap
where the oil and grease floats to the surface; the grease is reused for
soap production or placed in the anaerobic digesters to enhance digester
loading and performance.
The plants in the secondary process consume the available nutrients and,
with the assistance of the soil micro-organisms in the filtration bed,
provide a relatively high degree of treatment.
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