CONCEPTUAL FRAMEWORK AND STUDY AREA Sample Clauses

CONCEPTUAL FRAMEWORK AND STUDY AREA. Introduction The inner shelf is the region adjacent to the coast where the entire water column is dominated by friction with the overlying air and the underlying seabed. In spatial terms, it lies between the shoreline and the mid-continental shelf, with the surf zone as its most landward portion. The dominant hydrodynamic variables that operate in this environment are infragravity and wind waves, as well as currents generated by winds and tides. These hydrodynamic influences jointly exert stress on the water column and seabed, causing sediment to be mobilized and transported along the bed or in suspension (Xxx et al., 1997). Given the importance of wind as a forcing mechanism, it follows that the passage of atmospheric storms often results in hydrodynamic responses, bottom boundary layer modification, and sediment transport on inner shelves. Not surprisingly, therefore, field research has often demonstrated that storm events can be responsible for transporting very large quantities of sediment in comparison with fair weather conditions. The general model for inner shelf sediment transport that has emerged is one in which fair weather wave asymmetry gradually moves sediment onshore, while during storms, high wave orbital currents suspend sediment that is then transported offshore by downwelling mean flows (Xxxxxx et al, 1991; Xxxxxxxxx and Xxxxxx, 1994). Furthermore, it is commonly assumed that alongshelf transport of suspended sediment during both fair weather and storm conditions is much higher than across-shelf transport, owing to stronger mean flows in the alongshore direction. Considerable deviation from these general models results, however, from variability in meteorological conditions, local geology, bathymetry, and physical oceanography. Additionally, a variety of complex and poorly-understood interactions and feedback mechanisms operate in the bottom boundary layer. For example, while it is sometimes assumed that waves provide the shear stress (or “stirring mechanism”) that entrains sediment that is then transported by mean currents, recent research has demonstrated that waves and currents interact in a highly non-linear fashion, complicating sediment transport predictions (Xxxxx and Xxxxxx, 1979, 1986). The Louisiana inner shelf is an example of a low-energy environment where significant hydrodynamic activity is generated almost exclusively by local storms, including both tropical (summer) and extratropical (winter) storms. Furthermore, the Louis...
AutoNDA by SimpleDocs

Related to CONCEPTUAL FRAMEWORK AND STUDY AREA

  • Study Area The study area focused on the Bulk Power System in South-Eastern New York between Albany and New York City, and voltages underlying systems at 115 kV and above in the lower Xxxxxx Valley (Zones G, H & I). In the PSS™E power flow base case provided by NYISO, facilities rated at 115 kV and above in PSS™E designated areas 6 through 11 are monitored in the study. These areas are: • Capital District • Xxxxxx • Millwood • Xxxxxxxxx • Con Ed • Long Island

  • Technical Specification As enumerated in Special Conditions of Contract/Scope of Work/attached Drawing/ Details/Schedule of Rates.

  • Project Implementation 2. The Borrower shall:

  • Technical Specifications The Technical Specifications furnished on the CD are intended to establish the standards for quality, performance and technical requirements for all labor, workmanship, material, methods and equipment necessary to complete the Work. When specifications and drawings are provided or referenced by the County, these are to be considered part of the Scope of Work, and to be specifically documented in the Detailed Scope of Work. For convenience, the County supplied specifications, if any, and the Technical Specifications furnished on the CD.

  • Development Area 10.4. The Development Area shall encompass all Deposits to be produced.

  • Design Development Phase Services 3.3.1 Based on the Owner’s approval of the Schematic Design Documents, and on the Owner’s authorization of any adjustments in the Project requirements and the budget for the Cost of the Work, the Architect shall prepare Design Development Documents for the Owner’s approval. The Design Development Documents shall illustrate and describe the development of the approved Schematic Design Documents and shall consist of drawings and other documents including plans, sections, elevations, typical construction details, and diagrammatic layouts of building systems to fix and describe the size and character of the Project as to architectural, structural, mechanical and electrical systems, and other appropriate elements. The Design Development Documents shall also include outline specifications that identify major materials and systems and establish, in general, their quality levels.

  • Schematic Design Phase Services § 3.2.1 The Architect shall review the program and other information furnished by the Owner, and shall review laws, codes, and regulations applicable to the Architect’s services.

  • Project Scope The physical scope of the Project shall be limited to only those capital improvements as described in Appendix A of this Agreement. In the event that circumstances require a change in such physical scope, the change must be approved by the District Committee, recorded in the District Committee's official meeting minutes, and provided to the OPWC Director for the execution of an amendment to this Agreement.

  • Project Plan Development of Project Plan Upon the Authorized User’s request, the Contractor must develop a Project Plan. This Project Plan may include Implementation personnel, installation timeframes, escalation procedures and an acceptance plan as appropriate for the Services requested. Specific requirements of the plan will be defined in the RFQ. In response to the RFQ, the Contractor must agree to furnish all labor and supervision necessary to successfully perform Services procured from this Lot. Project Plan Document The Contractor will provide to the Authorized User, a Project Plan that may contain the following items: • Name of the Project Manager, Contact Phone Numbers and E-Mail Address; • Names of the Project Team Members, Contact Phone Numbers and E-Mail Address; • A list of Implementation milestones based on the Authorized User’s desired installation date; • A list of responsibilities of the Authorized User during system Implementation; • A list of designated Contractor Authorized Personnel; • Escalation procedures including management personnel contact numbers; • Full and complete documentation of all Implementation work; • Samples of knowledge transfer documentation; and • When applicable, a list of all materials and supplies required to complete the Implementation described in the RFQ. Materials and Supplies Required to Complete Implementation In the event that there are items required to complete an Implementation, the Contractor may request the items be added to its Contract if the items meet the scope of the Contract. Negotiation of Final Project Plan If the Authorized User chooses to require a full Project Plan, the State further reserves the right for Authorized Users to negotiate the final Project Plan with the apparent RFQ awardee. Such negotiation must not substantively change the scope of the RFQ plan, but can alter timeframes or other incidental factors of the final Project Plan. The Authorized User will provide the Contractor a minimum of five (5) business days’ notice of the final negotiation date. The Authorized User reserves the right to move to the next responsible and responsive bidder if Contractor negotiations are unsuccessful.

  • Construction Phase Services 3.1.1 – Basic Construction Services

Time is Money Join Law Insider Premium to draft better contracts faster.