LBMP Calculation Method Sample Clauses

LBMP Calculation Method. All Transmission Customers and interested entities should refer to the ISO Market Administration and Control Area Services Tariff, Attachment B, Section 17.1 LBMP Calculation. The Locational Based Marginal Prices (“LBMPs” or “prices”) for Suppliers and Loads in the Real-Time Market will be based on the system marginal costs produced by either the Real- Time Dispatch program, or during intervals when it is activated, the RTD-CAM program (together “RTD”), or, with respect to External Transactions, and during intervals when certain conditions exist at Proxy Generator Buses, the Real-Time Commitment (“RTC”) program. LBMPs for Suppliers and Loads in the Day-Ahead Market will be based on the system marginal costs produced by the Security Constrained Unit Commitment (“SCUC”). LBMPs calculated by SCUC and RTD will incorporate the incremental dispatch costs of Resources that would be scheduled to meet an increment of Load and, to the extent that tradeoffs exist between scheduling providers to produce Energy or reduce demand, and scheduling them to provide Regulation Service or Operating Reserves, LBMPs shall reflect the effect of meeting an incremental of Load at each location on the Bid Production Cost associated with those services. As such, those LBMPs may incorporate: (i) Availability Bids for Regulation Service or Operating Reserves; or (ii) shortage costs associated with the inability to meet a Regulation Service or Operating Reserves requirement under the Regulation Service Demand Curve and Operating Reserve Demand Curves set forth in Rate Schedules 3 and 4 respectively of the ISO Services Tariff. Additionally, for the purpose of calculating Real-Time LBMPs when RTD is committing and dispatching Resources meeting Minimum Generation Levels and capable of starting in ten minutes pursuant to Section 4.4.3.3 of the ISO Services Tariff, RTD shall include in the incremental dispatch cost of each such Resource a start-up cost based on the Start-Up Bid of The balance of this Section, 16.1, is proposed to be deleted
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LBMP Calculation Method. Deleted: 16.1 Formatted: Normal
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Related to LBMP Calculation Method

  • Balance Computation Method For all dividend-bearing Accounts, dividends are calculated by the average daily balance method which applies a daily periodic rate to the average daily balance for the average daily balance calculation period. The average daily balance is determined by adding the full amount of the principal in Your Account for each day of the period and dividing that figure by the number of days in the period. Accrual on Noncash Deposits. For dividend-bearing Accounts, dividends will begin to accrue on the business day that You deposit noncash items (e.g. checks) into Your Account.

  • Allocation Method (Choose one of a. or b.): a. [ ] All the same. Using the same allocation method as applies to the Signatory Employer under this Election 28. b. [ ] At least one different. Under the following allocation method(s): .

  • 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.

  • Payment Calculation District shall pay Contractor at a rate of $ per . District shall pay Contractor as described in attached Exhibit A

  • Billing Method 2.6.1 To receive payment for services rendered pursuant to this contract the Contractor shall submit a fully completed invoice for work previously performed to: 2.6.2 At a minimum, the invoice shall detail the following information: 2.6.2.1 Unique invoice number; 2.6.2.2 Contractor’s name, address, and telephone number; 2.6.2.3 Date of invoice and/or billing period; 2.6.2.4 Applicable Contract No.;

  • 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.

  • Test method This test is intended to demonstrate the immunity of the vehicle electronic systems. The vehicle shall be subject to electromagnetic fields as described in this annex. The vehicle shall be monitored during the tests. If not otherwise stated in this annex the test shall be performed according to ISO 11451-2.

  • Accounting Method For both financial and tax reporting purposes, the books and records of the Company shall be kept on the accrual method of accounting applied in a consistent manner and shall reflect all Company transactions and be appropriate and adequate for the Company’s business.

  • Pro Forma Calculations (a) Notwithstanding anything to the contrary herein, the Secured Leverage Ratio and the Total Leverage Ratio shall be calculated in the manner prescribed by this Section. (b) In the event that the Parent Borrower or any Restricted Subsidiary incurs, assumes, guarantees, redeems, repays, retires or extinguishes any Indebtedness included in the definitions of Consolidated Secured Debt or Consolidated Total Debt, as the case may be (in each case, other than Indebtedness incurred or repaid under any revolving credit facility in the ordinary course of business for working capital purposes), subsequent to the end of the Test Period for which the Secured Leverage Ratio and the Total Leverage Ratio, as the case may be, is being calculated but prior to or simultaneously with the event for which the calculation of any such ratio is made, then the Secured Leverage Ratio and the Total Leverage Ratio shall be calculated giving pro forma effect to such incurrence, assumption, guarantee, redemption, repayment, retirement or extinguishment of Indebtedness, as if the same had occurred on the last day of the applicable Test Period. (c) For purposes of calculating the Secured Leverage Ratio and the Total Leverage Ratio, Specified Transactions that have been made by the Parent Borrower or any of its Restricted Subsidiaries during the applicable Test Period or subsequent to such Test Period and prior to or simultaneously with the event for which the calculation of any such ratio is made shall be calculated on a pro forma basis assuming that all such Specified Transactions (and the change in Consolidated EBITDA resulting therefrom) had occurred on the first day of the applicable Test Period. If since the beginning of any such Test Period any Person that subsequently became a Restricted Subsidiary or was merged, amalgamated or consolidated with or into the Parent Borrower or any of its Restricted Subsidiaries since the beginning of such Test Period shall have made any Specified Transaction that would have required adjustment pursuant to this Section, then the Secured Leverage Ratio and the Total Leverage Ratio shall be calculated giving pro forma effect thereto for such period as if such Specified Transaction occurred at the beginning of the applicable Test Period. (d) Notwithstanding the foregoing, when calculating the Secured Leverage Ratio and Total Leverage Ratio for purposes of determining compliance with Section 7.14 at the end of a Test Period (excluding determinations of compliance with such Section on a pro forma basis pursuant to Sections 2.05(b)(ii), 2.14, 6.14 and 7.04), the definition of “Applicable Rate” and Sections 2.05(b)(i) and 2.05(b)(ii), the events described in Sections 1.10(b) and 1.10(c) above that occurred subsequent to the end of the Test Period shall not be given pro forma effect. (e) Whenever pro forma effect is to be given to a Specified Transaction (other than the Transactions), the pro forma calculations shall be made in good faith by a responsible financial or accounting officer of the Parent Borrower (and may include, for the avoidance of doubt, cost savings, operating expense reductions and synergies resulting from such Specified Transaction (other than the Transactions) which is being given pro forma effect that have been or are expected to be realized and shall be certified in an officers’ certificate by such responsible financial or accounting officer delivered to the Administrative Agent); provided that (A) such amounts are reasonably identifiable and factually supportable, (B) actions to realize such amounts are taken within 12 months after the date of such Specified Transaction, (C) no amounts shall be added pursuant to this clause to the extent duplicative of any amounts that are otherwise added back in computing Consolidated EBITDA with respect to such period. Notwithstanding the foregoing, calculations of the Total Leverage Ratio for purposes of the definition of “Applicable Rate” and Section 2.05(b)(i) and 2.05(b)(ii) shall not include any cost savings, operating expense reductions or synergies that have not been actually realized.

  • Construction Methods 3.1 The Contractor shall provide all tools, equipment, materials, labor and work for the excavation and removal of the unsuitable subgrade soils and their subsequent replacement with the specified backfill soils as directed by the Owner’s representative. All work under this item shall be performed in a safe and workmanlike manner. 3.2 All work shall be performed in accordance with DelDOT Standard Specifications Section 821. 3.3 Following the removal of existing pavements, the Owner’s representative will review the exposed subgrade and provide recommendations for the undercutting of unsuitable subgrade materials as required. The depth and extent of undercut excavation, if required, will be determined by the Owner’s representative at the time of excavation. 3.4 All excavated materials shall become the property of the Contractor and be removed from the site at the completion of the project at no additional expense to the Owner. 3.5 Undercut excavations should be backfilled with graded aggregate. Backfill shall be placed in loose lifts not exceeding 8 inches thick. Each lift should be compacted with at least 3 passes of a minimum 5-ton, walk-behind or self-propelled vibratory roller when the size of the area permits, or with a vibrating plate mechanical compactor for smaller areas. Lift thickness shall be reduced to 6 inch loose lift when using a vibratory plate compactor. 3.6 The Contractor shall take precautions as necessary to minimize the potential for disturbance or softening of the pavement subgrade materials from inclement weather or construction traffic. As a minimum, this shall include the placement of backfill on the same day as the excavation. Any soft areas which develop shall be undercut and replaced with graded aggregate at no additional cost to the Owner. 3.7 Where undercutting is performed, the geotextile fabric shall be installed. The fabric should be pulled tight and lapped a minimum of 12 inches.

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