Hydraulic Impact Analysis Sample Clauses

Hydraulic Impact Analysis. Hydraulic analyses shall involve determining existing water surface profiles, performing a trunk-line hydraulic gradeline analysis, and comparing the proposed water surface profile with the existing water surface profile both upstream and downstream of culvert, bridge or storm drains crossing I-35. The Engineer shall make recommendations for the proposed design which would limit any increase in water surface elevations upstream and downstream of the facility to be contained within TxDOT right of way. If there are conditions which cause an increase in water surface elevation outside of TxDOT right of way, The Engineer shall evaluate the potential risk to adjacent properties both upstream and downstream of the crossings. The drainage crossings shall be analyzed using the FEMA effective models or best available data. The Engineer shall determine the 100-year impact to the overall flood zone and, if applicable, an additional floodway analysis shall be created in order to determine if there are any floodway impacts. If a culvert, bridge or storm drain system bisects the project and no changes to the structure are proposed, the Engineer shall perform a hydraulic analysis in order to determine if the structure meets current TxDOT design criteria as described in Chapter 4, Section 6 of the TxDOT HDM. The ENGINEER shall prepare a preliminary Hydraulic Drainage Study and Documentation including: • Bridge class waterways and culverts; • Storm sewers, channels, ditches, and detention; • Coordinate and comply with Federal Emergency Management Agency (FEMA) and local floodplain administrators. No FEMA related hydraulic modeling or submittals are anticipated.
Sample 1
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Hydraulic Impact Analysis. The hydrologic and hydraulic models prepared under Task 3.1 will be used to simulate the changes in channel geometry and land cover resulting from each alternative. The models will provide the tools to evaluate the hydraulic impacts of each alternative in the study area, primarily in terms of water surface profiles and flow velocities. It is of utmost importance that the alternatives do not cause an increase in flood levels or flow velocities upstream or downstream of the project site. Preliminary opinion of probable construction costs (OPCC) will be developed for each feasible alternative. OPCC include estimates of contingencies and allowances for charges of professionals and consultants. OPCC will be made on the basis of FNI’s judgement as an experienced and qualified design professional firm. It is recognized, however, that FNI does not have control over the cost of labor, material, equipment or services furnished by others or over market conditions or Contractor's methods of determining their prices, and that any utilitarian evaluation of any facility to be constructed or work to be performed on the basis of the report must of necessity be speculative until completion of its detailed design. Accordingly, FNI does not guarantee that proposals, bids or actual costs will not vary from the opinions submitted as part of this feasibility study.
Sample 1

Related to Hydraulic Impact Analysis

  • Data Analysis In the meeting, the analysis that has led the College President to conclude that a reduction- in-force in the FSA at that College may be necessary will be shared. The analysis will include but is not limited to the following: ● Relationship of the FSA to the mission, vision, values, and strategic plan of the College and district ● External requirement for the services provided by the FSA such as accreditation or intergovernmental agreements ● Annual instructional load (as applicable) ● Percentage of annual instructional load taught by Residential Faculty (as applicable) ● Fall 45th-day FTSE inclusive of dual enrollment ● Number of Residential Faculty teaching/working in the FSA ● Number of Residential Faculty whose primary FSA is the FSA being analyzed ● Revenue trends over five years for the FSA including but not limited to tuition and fees ● Expenditure trends over five years for the FSA including but not limited to personnel and capital ● Account balances for any fees accounts within the FSA ● Cost/benefit analysis of reducing all non-Residential Faculty plus one Residential Faculty within the FSA ● An explanation of the problem that reducing the number of faculty in the FSA would solve ● The list of potential Residential Faculty that are at risk of layoff as determined by the Vice Chancellor of Human Resources ● Other relevant information, as requested

  • Statistical Analysis 31 F-tests and t-tests will be used to analyze OV and Quality Acceptance data. The F-test is a 32 comparison of variances to determine if the OV and Quality Acceptance population variances 33 are equal. The t-test is a comparison of means to determine if the OV and Quality Acceptance 34 population means are equal. In addition to these two types of analyses, independent verification 35 and observation verification will also be used to validate the Quality Acceptance test results.

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

  • Disturbance Analysis Data Exchange The Parties will cooperate with one another and the NYISO in the analysis of disturbances to either the Large Generating Facility or the New York State Transmission System by gathering and providing access to any information relating to any disturbance, including information from disturbance recording equipment, protective relay targets, breaker operations and sequence of events records, and any disturbance information required by Good Utility Practice.

  • Statistical Sampling Documentation a. A copy of the printout of the random numbers generated by the “Random Numbers” function of the statistical sampling software used by the IRO.

  • Reverse Engineering The Customer must not reverse assemble or reverse compile or directly or indirectly allow or cause a third party to reverse assemble or reverse compile the whole or any part of the software or any products supplied as a part of the Licensed System.

  • Testing Landlord shall have the right to conduct annual tests of the Premises to determine whether any contamination of the Premises or the Project has occurred as a result of Tenant’s use. Tenant shall be required to pay the cost of such annual test of the Premises; provided, however, that if Tenant conducts its own tests of the Premises using third party contractors and test procedures acceptable to Landlord which tests are certified to Landlord, Landlord shall accept such tests in lieu of the annual tests to be paid for by Tenant. In addition, at any time, and from time to time, prior to the expiration or earlier termination of the Term, Landlord shall have the right to conduct appropriate tests of the Premises and the Project to determine if contamination has occurred as a result of Tenant’s use of the Premises. In connection with such testing, upon the request of Landlord, Tenant shall deliver to Landlord or its consultant such non-proprietary information concerning the use of Hazardous Materials in or about the Premises by Tenant or any Tenant Party. If contamination has occurred for which Tenant is liable under this Section 30, Tenant shall pay all costs to conduct such tests. If no such contamination is found, Landlord shall pay the costs of such tests (which shall not constitute an Operating Expense). Landlord shall provide Tenant with a copy of all third party, non-confidential reports and tests of the Premises made by or on behalf of Landlord during the Term without representation or warranty and subject to a confidentiality agreement. Tenant shall, at its sole cost and expense, promptly and satisfactorily remediate any environmental conditions identified by such testing in accordance with all Environmental Requirements. Landlord’s receipt of or satisfaction with any environmental assessment in no way waives any rights which Landlord may have against Tenant.

  • 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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