Bioreactor System Layout and Design Sample Clauses

The 'Bioreactor System Layout and Design' clause defines the requirements and standards for the physical arrangement and engineering of the bioreactor system within a facility. It typically outlines specifications such as equipment placement, spatial relationships between components, and integration with existing infrastructure, ensuring that the system operates efficiently and safely. By establishing clear design parameters, this clause helps prevent operational inefficiencies, safety hazards, and compliance issues, ultimately ensuring the bioreactor system meets both functional and regulatory expectations.
Bioreactor System Layout and Design. The proposed study area will be in the landfill’s “Phase Development Areas” Phases 1, 2, 3, 4, and 11. In Phases 1 and 2, liquid will be applied in trenches; excavated beneath the surface of the landfill. The area in Phases 1 and 2 where liquids will be applied covers an area of about 10 acres. Phases 3, 4, and 11 will be used as control cells where no liquid will be applied; only rainwater that naturally falls and percolates beneath the landfill surface will enter the waste in these phases. The goals of the design for the system will be the following: • recirculate all of the leachate generated at the facility (i.e., up to about 4,000,000 gallons per year); • uniformly distribute leachate throughout the waste mass in the test (i.e., liquid application) area; • minimize the potential for the occurrence of seeps by placing distribution structures at least 50 feet from the crests of outward slopes; • evaluate the relative effectiveness of different horizontal trench designs for uniformly distributing leachate throughout the waste mass; • identify several leachate delivery options to simplify operations; • provide monitoring features within the horizontal trenches so that liquid head and distribution rate within the trenches can be measured and documented; and • manage landfill gas at all times, including during and following liquid application events, to ensure a full compliance with applicable air quality permit requirements, and rules and regulations including 40 CFR part 60 subpart WWW, (the MSW Landfills NSPS). An active landfill gas collection and control system is currently in operation at the site. The landfill gas collection and control system components will be enhanced if there is a potential to exceed the applicable air quality permit requirements, and rules and regulations. • Minimize uncontrolled releases of landfill gas emissions The manner in which these goals are addressed in this application are summarized on Table 5. The design of the Maplewood bioreactor system is based on analytical methods developed by ▇▇▇▇▇, et. al., [1998.] In general, the design was developed based on the following considerations.

Related to Bioreactor System Layout and Design

  • Project Implementation Manual The Recipient, through the PCU, shall: (i) take all action required to carry out Parts 1.1, 1.3, 1.4, 2, 3.1(b), 3.2, 3.3 and 4 (ii) of the Project in accordance with the provisions and requirements set forth or referred to in the Project Implementation Manual; (ii) submit recommendations to the Association for its consideration for changes and updates of the Project Implementation Manual as they may become necessary or advisable during Project implementation in order to achieve the objective of Parts 1.1, 1.3, 1.4, 2, 3.1(b), 3.2, 3.3 and 4(ii) of the Project; and (iii) not assign, amend, abrogate or waive the Project Implementation Manual or any of its provisions without the Association’s prior agreement. Notwithstanding the foregoing, if any of the provisions of the Project Implementation Manual is inconsistent with the provisions of this Agreement, the provisions of this Agreement shall prevail and govern.

  • Technical Specifications The purpose of the Technical Specifications (TS), is to define the technical characteristics of the Goods and Related Services required by the Procuring Entity. The Procuring Entity shall prepare the detailed TS consider that:

  • Network Interconnection Architecture Each Party will plan, design, construct and maintain the facilities within their respective systems as are necessary and proper for the provision of traffic covered by this Agreement. These facilities include but are not limited to, a sufficient number of trunks to the point of interconnection with the tandem company, and sufficient interoffice and interexchange facilities and trunks between its own central offices to adequately handle traffic between all central offices within the service areas at a P.01 grade of service or better. The provisioning and engineering of such services and facilities will comply with generally accepted industry methods and practices, and will observe the rules and regulations of the lawfully established tariffs applicable to the services provided.

  • Construction Phase Services 3.1.1 – Basic Construction Services

  • Programming Phase Schematic Design Phase: 2.2.1.3. Design Development Phase: