Option 3 Methodology Sample Clauses

Option 3 Methodology. This option builds on the results of Option 2 and using additional subsurface data derived from borehole logs (see Error! Reference source not found.). This supplementary information provides an evidence base to support the presence or absence of sand and gravel resources. An example borehole log is shown in Figure 11. From analysing these logs the thickness of each horizon can be established and in some cases information on the composition may be included. Figure 11: Example of borehole log illustrating thickness and composition of individual horizons. Where boreholes show no evidence of sand and gravel or it is mixed with too much clay\fines (see Figure 6) they can be used with expert knowledge to redefine the extent of the resource areas through the exclusion of areas not recognised as a resource. Figure 12a) illustrates the area selected based exclusively on geological description; whilst Figure 12b) indicates the revisions made to the extent of the resource based on the evidence gained from the borehole logs. A further development of this option would be the use of the borehole information to model individual horizons from the borehole data. This is a migration from a simple two dimensional representation of the data to two and a half or simple three dimensional interpretations of the data. This would allow simple volumetric calculations to be carried out using surface area and thickness of resource derived from the borehole log data. Figure 12: Rationalisation of sand and gravel resources from borehole information. Although Option 3 is unlikely to be suitable for a cross Europe approach, it has been successfully applied at a national scale in the Netherlands as illustrated in Figure 13. The maps and website (xxxx://xxx.xxxxxxxxxxxxxxxxx.xx/delfstof/zandgrindviewer.htm) provide an indication of thickness and extent estimates of sand and gravel by both total quantity and extractable volume based on detailed borehole and grading information. The methodology requires a significant amount of detailed borehole data and knowledge on how to interpret the data to generate realistic volume calculations. This option is more appropriate at a more local scale. Further details of the application and development of 3D models is described in Task 3.4 Technical requirements for 3D. Figure 13: Sand and Gravel resource maps and thickness estimations for the Netherlands.
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Related to Option 3 Methodology

  • Methodology 1. The price at which the Assuming Institution sells or disposes of Qualified Financial Contracts will be deemed to be the fair market value of such contracts, if such sale or disposition occurs at prevailing market rates within a predefined timetable as agreed upon by the Assuming Institution and the Receiver.

  • Calculation methodology No adjustment in the Conversion Price need be made unless the adjustment would require an increase or decrease of at least 1% in the Conversion Price then in effect, provided that any adjustment that would otherwise be required to be made shall be carried forward and taken into account in any subsequent adjustment. Except as stated in this Article VI, the Conversion Rate will not be adjusted for the issuance of Common Stock or any securities convertible into or exchangeable for Common Stock or carrying the right to purchase any of the foregoing. Any adjustments that are made shall be carried forward and taken into account in any subsequent adjustment. All calculations under Article V and Section 6.06 hereof and this Section 6.07 shall be made to the nearest cent or to the nearest 1/10,000th of a share, as the case may be.

  • Payment Methodology The Contractor shall be compensated based on the Service Rates in Attachment for units of service authorized by the Institution in a total amount not to exceed the Contract Maximum Liability established in Section C.1. The Contractor’s compensation shall be contingent upon the satisfactory completion of units of service or project milestones identified in Attachment B. The Contractor shall submit invoices, in form and substance acceptable to the Institution with all of the necessary supporting documentation, prior to any payment. Such invoices shall be submitted for completed units of service or project milestones for the amount stipulated.

  • Measurement method An isolation resistance test instrument is connected between the live parts and the electrical chassis. The isolation resistance is subsequently measured by applying a DC voltage at least half of the working voltage of the high voltage bus. If the system has several voltage ranges (e.g. because of boost converter) in conductively connected circuit and some of the components cannot withstand the working voltage of the entire circuit, the isolation resistance between those components and the electrical chassis can be measured separately by applying at least half of their own working voltage with those components disconnected.

  • Selection Criteria for Awarding Task Order The Government will award to the offeror whose proposal is deemed most advantageous to the Government based upon an integrated assessment using the evaluation criteria. The Government will evaluate proposals against established selection criteria specified in the task order RFP. Generally, the Government's award decision will be based on selection criteria which addresses past performance, technical acceptability, proposal risk and cost. Among other sources, evaluation of past performance may be based on past performance assessments provided by TO Program Managers on individual task orders performed throughout the life of the contract. The order of importance for the factors will be identified in the RFP for the specified task order.

  • Data for Option W1 W1.1 The Adjudicator the person selected from the ICE-SA Division (or its successor body) of the South African Institution of Civil Engineering Panel of Adjudicators by the Party intending to refer a dispute to him. (see xxx.

  • Selection Criteria Each Contract is secured by a new or used Motorcycle. No Contract has a Contract Rate less than 1.00%. Each Contract amortizes the amount financed over an original term no greater than 84 months (excluding periods of deferral of first payment). Each Contract has a Principal Balance of at least $500.00 as of the Cutoff Date.

  • Standard Option The Connecting Transmission Owner shall design, procure, and construct the Connecting Transmission Owner’s Attachment Facilities and System Upgrade Facilities and System Deliverability Upgrades, using Reasonable Efforts to complete the Connecting Transmission Owner’s Attachment Facilities and System Upgrade Facilities and System Deliverability Upgrades by the dates set forth in Appendix B hereto. The Connecting Transmission Owner shall not be required to undertake any action which is inconsistent with its standard safety practices, its material and equipment specifications, its design criteria and construction procedures, its labor agreements, and Applicable Laws and Regulations. In the event the Connecting Transmission Owner reasonably expects that it will not be able to complete the Connecting Transmission Owner’s Attachment Facilities and System Upgrade Facilities and System Deliverability Upgrades by the specified dates, the Connecting Transmission Owner shall promptly provide written notice to the Developer and NYISO, and shall undertake Reasonable Efforts to meet the earliest dates thereafter.

  • Reporting Schedule Consultant shall report regularly, and not less frequent than once per week, to the Company his actions on behalf of the Company.

  • Project grant rate Grants to projects from the programme may be up to 100% of total eligible expenditure of the project. In the case of projects where the project promoter is an NGO or a social partner, as defined in Article

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