Hydraulic Calculations Sample Clauses

Hydraulic Calculations. Hydraulic calculations shall be in conformance with NFPA 13 and the following requirements:
Sample 1
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Hydraulic Calculations. A. CULVERT and BRIDGE HYDRAULICS The Engineer shall use the above-listed manuals to prepare and submit the work under this task. The hydraulic calculations must have the following: • Use flows from schematic level analysis for cross culvert drainage systems. • Confirm the sizing of the drainage crossings per schematic level analysis. The scope includes replacing all culvert crossings (bridge and non bridge-class). • Develop designs that minimize the interference with the passage of traffic or cause damage to the highway and local property in accordance with the State’s Hydraulic Design Manual, District criteria and any specific guidance provided by the State. Cross drainage design shall be performed using HEC-RAS for all bridge class culverts and HEC-RAS, FHWA Hydraulic Toolbox, orHY-8 for all other cross culverts. • Description-Material, Size, & Entrance (headwall) • Design discharges, Flow per barrel, barrel slope, and Xxxxxxx n-value • Inlet flow line, allowable headwater, roadway (shoulder) elevation, calculated inlet headwater elevation • Outlet flow line, Tailwater for design frequency/frequencies, type of flow, critical depth, and calculated friction losses, calculated outlet water elevation • Controlling headwater elevation, outlet velocity, and recommended countermeasures to maintain an acceptable outlet velocity. The Engineer shall design all ditches to assure the design discharge is capable of being contained within the size of the ditch and set depth and freeboard as indicated on the Roadway Design Manual, Hydraulic Manual, PS&E Preparation Manual and other deemed necessary State approved manuals. Ditch plan and profile sheets will be created as part of this analysis and design.
Sample 1
Hydraulic Calculations. It is assumed that detention systems (e.g. ponds or underground structures) for flow mitigation would not be required for the project.
Sample 1
Hydraulic Calculations 
Sample 1

Related to Hydraulic Calculations

  • DATA FOR CALCULATIONS The initial calculations for any payments owing under this Agreement shall be based upon the valuations placed upon the Qualified Property by the Appraisal District in its annual certified appraisal roll submitted to the District pursuant to § 26.01 of the TEXAS TAX CODE in or about July of each year of this Agreement. The certified appraisal roll data shall form the basis from which any and all amounts due under this Agreement are calculated, and the data utilized by the Consultant will be adjusted as necessary to reflect any subsequent adjustments by the Appraisal District to the District’s appraisal roll. Any estimates used by the Consultant to make calculations as required by this Agreement shall be based on the best and most current information available. The Consultant shall from time to time adjust the data utilized to reflect actual amounts, subsequent adjustments by the Appraisal District to the District’s certified appraisal roll, or any other relevant changes to material items such as student counts or tax collections.

  • Overtime Calculation For the purpose of overtime calculation only, approved or scheduled time off work will be considered the same as time worked.

  • Measurements and arithmetic conventions All measurements and calculations shall be in the metric system and calculations done to 2 (two) decimal places, with the third digit of 5 (five) or above being rounded up and below 5 (five) being rounded down.

  • Technical Standards Applicable to a Wind Generating Plant i. Low Voltage Ride-Through (LVRT) Capability A wind generating plant shall be able to remain online during voltage disturbances up to the time periods and associated voltage levels set forth in the standard below. The LVRT standard provides for a transition period standard and a post-transition period standard.

  • Offense Level Calculations i. The base offense level is 7, pursuant to Guideline § 2B1.1(a)(1).

  • ESTIMATED / SPECIFIC QUANTITY CONTRACTS Estimated quantity contracts, also referred to as indefinite delivery / indefinite quantity contracts, are expressly agreed and understood to be made for only the quantities, if any, actually ordered during the Contract term. No guarantee of any quantity is implied or given. With respect to any specific quantity stated in the contract, the Commissioner reserves the right after award to order up to 20% more or less (rounded to the next highest whole number) than the specific quantities called for in the Contract. Notwithstanding the foregoing, the Commissioner may purchase greater or lesser percentages of Contract quantities should the Commissioner and Contractor so agree. Such agreement may include an equitable price adjustment.

  • METHODS OF CALCULATION 1. Bi-Weekly 158. An employee whose compensation is fixed on a bi-weekly basis shall be paid the bi-weekly salary for his/her position for work performed during the bi-weekly pay period. There shall be no compensation for time not worked unless such time off is authorized time off with pay.

  • TECHNICAL EVALUATION (a) Detailed technical evaluation shall be carried out by Purchase Committee pursuant to conditions in the tender document to determine the substantial responsiveness of each tender. For this clause, the substantially responsive bid is one that conforms to all the eligibility and terms and condition of the tender without any material deviation. The Institute’s determination of bid’s responsiveness is to be based on the contents of the bid itself without recourse to extrinsic evidence. The Institute shall evaluate the technical bids also to determine whether they are complete, whether required sureties have been furnished, whether the documents have been properly signed and whether the bids are in order.

  • Proration of calculations If less than total program funding is subject to interest calculation procedures, the resulting interest liability calculations shall be prorated to 100% of program funding.

  • 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.

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