Pooling and Selection Methods Sample Clauses

Pooling and Selection Methods. Suppose data on the vector of predictors (X) has been collected on N subjects, but that the budget permits only n lab assays (n < N ) for assessment of the response Y . The simplest way to reduce the number of assays is to randomly select n specimens for inclusion in the analysis. Another strategy is to randomly allocate each of the N specimens into one of n equal-sized pools, so that all (or essentially all) specimens are included in the analysis. Given that the predictor (X) data are available on each subject prior to pooling, however, substantial gains in efficiency relative to these random strategies are possible when this information is applied to the selection or pooling process. Based on the WLS models presented in Section 2.2, an optimal pooling or selection strat- egy with respect to efficient estimates of the coefficient vector β would minimize V ar(βˆp) for all p = (1, . . . , P ), where P is the total number of predictors. In the case of SLR, P = 1, so this simplifies to minimizing ΣV ar(β ) =1 ˆ
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  • Application and Selection (1) Application for professional development leave shall contain an appropriate outline of the project or work to be accomplished during the leave.

  • Alternative Resolution Methods Any time during the grievance process, by mutual consent, the parties may use alternative methods to resolve the dispute. If the parties agree to use alternative methods, the time frames in this Article are suspended. If the selected alternative method does not result in a resolution, the Union may return to the grievance process and the time frames resume. Any expenses and fees of alternative methods will be shared equally by the parties.

  • Construction Methods No four course of brick-work, with three joints, shall exceed in height, when built, one inch more than the same bricks piles upon one another without mortar. The bricks are to be well soaked in water before use on works, in proper through so as to be thoroughly wet when layed. The Cessation of the bubbles through the water is an irldication of saturation being complete. For ensuring thorough soaking of the bricks every one or two bricklayers or more as necessary, shall be provided with tubs for use The wall of structures shall be carried up regularly in all cases 1` when the nature of the work will admit of it not leaving any part 915mm (3 feet) lower than another. Horizontal courses shalI be straight, level and even and faces of walls smooth and plumb. A straight edge and a plumb- xxx shall be used for constant checking during progress of the work. No brick-bats shall be permitted to be used except when necessary for obtaining the dimension of the different course or for obtaining the specified bond. All unfinished work must be raked back in course unless otherwise directed arid when new work is to be jointed to it the surface of unfinished work must be cleaned and wetted. The bricks shall be laid by placing sufficient mortar on the wall and forcing every brick into it in such a manner as to completely fill every joint with moratar whether at the bottom, side or end of the brick. The mortar to be used shall be that specified for the relevant schedule items and shall comply with the specification for the mortar specified. The bound used shall be English and shall be carried throughout the work. At all angles forming the junction of any two walls, the bricks shall, at each alternate course be carried into each of the respective walls, so as to thoroughly unite the work. V'Jhen the faces are to be plastered, the joints shall be well raked out before any plaster is laid on should the plaster from want of proper joint ranking detach and 7 fall off from the brick work, the contractor shall strip off the plaster bodily to the extent ordered by Superintending Engineer and shall re-do the work properly at his own expense. All requisite scaffolding shall be provided at the contractor's expense and shall be double i.e., must it have two sets of upright supports Care must be taken to ensure the safety of the work people and the contractor must comply with such instructions as the Superintending Engineer may issue to ensure such safety. The contractor will be entirely responsible for any damage or injuries to person or property resulting from ill-erected scaffolding, defective ladders, or otherwise arising out of his default in this respect. The brick work for the retaining wall shall proceed side by side with the depositing and compacting of earth between the retaining walls. At no time shall the brick-work be constructed more than 405mm (1'-4") above Y the compacted earth. In the retaining wall weep-holes shall be provided at suitable intervals as instructed during execution, with the inner surface of the weep-holed plastered 20mm (3/4") thick in cement mortar 1:4 crouched rock of grades in different layer shall be provided at the inner end of the weep-holes to prevent the choking of the weep-holes to have full drainage. No extra payment will be made for this and no deductions will be made for this in the brick-work.

  • 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.

  • NETWORK INTERCONNECTION METHODS 64.1 This Section sets forth the terms and conditions for Network Interconnection Methods (NIMs) provided between CenturyLink and CLEC for the Interconnection Facilities established between the Parties’ networks. Additionally, this Section describes the physical architecture for the Interconnection of the Parties’ facilities and equipment required for the transmission and routing of Local Traffic, ISP-Bound Traffic, IntraLATA LEC Toll Traffic, VoIP-PSTN Traffic, Transit Traffic and Jointly Provided Switched Access Service Traffic.

  • Review and Selection Process The Project Narratives of SAMHSA applications are peer-reviewed according to the evaluation criteria listed above. Decisions to fund a grant are based on the strengths and weaknesses of the application as identified by peer reviewers. The results of the peer review are advisory in nature. The program office and approving official make the final determination for funding based on the following: • Individual awards over $250,000 are approved by the Center for Mental Health Services National Advisory Council; • Availability of funds; • Equitable distribution of awards in terms of geography (including urban, rural, and remote settings) and balance among populations of focus and program size; • Submission of any required documentation that must be submitted prior to making an award; and • SAMHSA is required to review and consider any information about your organization that is in the Federal Award Performance and Integrity Information System (FAPIIS). In accordance with 45 CFR 75.212, SAMHSA reserves the right not to make an award to an entity if that entity does not meet the minimum qualification standards as described in section 75.205(a)(2). If SAMHSA chooses not to award a fundable application in accordance with 45 CFR 75.205(a)(2), SAMHSA must report that determination to the designated integrity and performance system accessible through the System for Award Management (XXX) [currently, FAPIIS]. You may review and comment on any information about your organization that a federal awarding agency previously entered. XXXXXX will consider your comments, in addition to other information in FAPIIS in making a judgment about your organization’s integrity, business ethics, and record of performance under federal awards when completing the review of risk posed as described in 45 CFR 75.205 HHS Awarding Agency Review of Risk by Applicants.

  • Committee Composition and Selection 1. The committee shall be comprised of eight members as follows: • five Teachers • three administrators

  • 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.

  • Single Source Selection Services for tasks in circumstances which meet the requirements of paragraph 3.10 of the Consultant Guidelines for Single Source Selection, may, with the Association's prior agreement, be procured in accordance with the provisions of paragraphs 3.9 through 3.13 of the Consultant Guidelines.

  • 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.

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