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New Mexico State University

Updated 9/13/07

Inland Desalination Operation and Disposal in Rural, Isolated Communities

    Develop and demonstrate a low-cost, energy efficient, simple and reliable system for use in brackish water reclamation.

Table of Contents

Background Problem Statement
Design Considerations Evaluation Criteria
Bench-Scale Demonstration Written Report Requirements
For More Information  

Background

    The option for inland desalinization for the supply of fresh water is becoming increasingly important in regions where there are not enough natural water resources available.  This issue is specifically critical in arid and semi-arid areas where the natural water resources are not sufficient to meet the population growth, economic development and agricultural needs. 

    Conventional desalinization systems are: energy intensive, create significant reject water, require high maintenance, and are not optimized for various water chemistries.  Additionally, due to high costs associated with conventional fuels and electricity, there is a need to design a lower-cost system which would be economical, reliable, and may incorporate novel technologies and approaches.

    One of the major barriers to full utilization of desalination facilities is the concentrates that are left as a reject.  Sea water desalination facilities have the option of returning reject water and concentrates to the ocean.  Inland facilities do not have that option since the reject water and concentrates may contain elements, compounds, and salts.  Disposal of the reject water and concentrates may violate federal and state regulations and is difficult and expensive. 


Problem Statement

    Develop and demonstrate a low-cost, energy efficient, simple and reliable system for use in brackish water reclamation. The proposed solution could utilize existing commercially available and cross over technologies but must be applicable for use at the inland Tularosa Basin desalinization facility located in Alamogordo, NM.  The system must be able to produce fresh water for various sized communities throughout the southwest.  As a part of your proposed in-land brackish water reclamation, the concentrate management solution may include evaporation, deep-well injection, land application, other methods, or a combination of methods.  Use of alternative energy sources as a part of an integrated system and innovative waste disposal techniques are highly encouraged. 


Design Considerations

Your proposed solution should:

  • Meet state and federal regulations;

  • Be reasonably easy to use and reliable;

  • Be applicable to rural systems;

  • Be affordable, maintainable, and cost effective;

  • Provide optimum performance, viable yield, and minimum reject water; 

  • Be energy efficient;

  • Address disposal of concentrates/reject water and provide a viable disposal pathway; and

  • Be adaptable to different size systems.


Evaluation Criteria

    Each team is advised to read the Participation Guide for a comprehensive understanding of the contest evaluation criteria.  Upon your registration, WERC will provide you with a copy of the Public Involvement Plan and Participation Guide.  Additionally, your proposed design will be evaluated on issues identified in the problem statement as well as others listed below.

  • Ease of use;

  • Affordability;

  • Yield and viability;

  • Reliability;

  • Energy and water use efficiency;

  • Cost effective operation;

  • Disposal cost and handling;

  • Long term performance and system management;

  • Cost and quality of the water produced per liter;

  • Functionality and operability throughout the year; and

  • Concentrate, reject water management and waste generation.


Bench-Scale Demonstration

    During the contest, WERC will provide you with up to five gallons of a sample consistent with typical brackish water containing various amounts of particulates, salts, etc.  The specific amount required for your process to operate during the bench scale must be communicated to WERC at least three weeks prior to the contest.  Appropriate Material Safety Data Sheets should be available during the bench scale demonstration.

    There are three water qualities at the facility - 1500-2000 TDS, 3000-4000 TDS, and 5000-6000 TDS.  Blending of the water is possible and will yield something in between.  The process would be best if it could work well between around 2000 - 3000 TDS, values for many brackish waters.  Working up to 5000 TDS is also a good idea. The water is high in sulfates and carbonates, like most inland waters.  The water quality overview can be accessed via the PDF:

Water Quality Overview - General Chemistry (PDF)


Written Report Requirements

    The written report is the best means to demonstrate your team’s insight into the problem. The report should discuss other technologies considered but not pursued and why and to give the reader full understanding of the magnitude of your team’s involvement with the problem details.  The report will be evaluated for clarity, logic and coherence.  Standards appropriate for publications in technical journals apply.

    In addition to the listed requirements, the following must be discussed in your report to WERC management:

  • Describe process steps in detail including cost/benefit, evaluation criteria, and screening protocol;

  • Discuss advantages, disadvantages, and limitations of the selected method;

  • Include recent references and sources of information;

  • Address any safety issues or considerations associated with the process;

  • Discuss the time-line for system construction until full operation;

  • Present a sensitivity analysis regarding the selected process;

  • Discuss total life-cycle costs and

  • Waste generation, concentrate management, and handling.



For More Information

Contact:
Barbara Valdez, Program Facilitator
(575) 646-7821
(800) 523-5996