Hydraulics and Hydrology Sample Clauses

Hydraulics and Hydrology. Preliminary hydrology and hydraulics studies have been prepared for the project. The Preliminary Hydrology and Hydraulics Report State Route 11 Corridor and Commercial Vehicle Enforcement Facility was completed March of 2010 with a separate study completed for the XXX in February of 2010. An August 2010 addendum to the report analyzed a Siempre Viva Road Full Interchange Variation.
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Hydraulics and Hydrology. The GEC shall provide oversight and coordination for hydraulics and hydrology planning, modeling and design and related activities for multiple projects within the project as assigned by the STATE. Development shall be in accordance with current American Association of State Highway and Transportation Officials (AASHTO), Federal Highway Administration (FHWA), Federal Emergency Management Agency (FEMA) and STATE guidelines and policies in effect at the time of development. The GEC will provide oversight, coordination and participation with the STATE in project meetings with Federal, STATE, Local Regulatory and Resource Agencies as necessary.
Sample 1
Hydraulics and Hydrology. Garver will provide Hydrology and Hydraulics services for a proposed bridge over Colbern Road at Little Cedar Creek. • The project limits for the analysis will extend approximately 1,000 feet upstream and downstream of the centerline of Colbern Road over the creek. • Garver will develop discharges for the portion of the creek to be studied. Flows will be developed using the HEC-HMS software to determine the existing watershed and fully urbanized watershed condition discharges for the 10-, 25-, 50, 100-, and 500-year storms. If possible, Xxxxxx will also attempt to obtain the Flood Insurance Rate Study hydrologic models for Cedar Creek that were used in the published FEMA study. Xxxxxx will compare each of the models and work with the City to choose the most appropriate creek discharges to use to design the proposed bridge. • Xxxxxx will develop a hydraulic model of the existing portion of the tributary to be analyzed using the HEC-RAS software. A hydraulic model will be developed with both existing and fully-urbanized watershed discharges. The models to be created for hydraulic analysis will be an existing bridge and a proposed bridge. Up to two proposed bridges will be analyzed. Xxxxxx will attempt to obtain the FEMA hydraulic models used in the FEMA study of the creek. These models will be used to compare results between the proposed bridge and current FEMA conditions. • Xxxxxx will work with the project surveyors to obtain surveyed cross sections of the creek in the study area. The cross section survey effort is described in the survey section of this scope of services. • Since the current floodplain of the creek is shown as a Zone AE floodplain, a Floodway analysis will be prepared for this scope of services. • Garver will prepare a drainage report including the following: o description of the existing floodplain hydraulic condition; o Plots of relevant cross sections and floodplain limits, o Tables showing existing and proposed condition hydraulic results such as water surface elevations, average velocities and velocity distribution and other hydraulic parameters; o Plots of the floodplain and Floodway boundary; Submit drainage report to City for review.
Sample 1

Related to Hydraulics and Hydrology

  • Dewatering (a) Where the whole of a site is so affected by surface water following a period of rain that all productive work is suspended by agreement of the Parties, then dewatering shall proceed as above with Employees so engaged being paid at penalty rates as is the case for safety rectification work. This work is typically performed by Employees engaged within CW1, CW2 or CW3 classifications. When other Employees are undertaking productive work in an area or areas not so affected then dewatering will only attract single time rates. (b) Where a part of a site is affected by surface water following a period of rain, thus rendering some areas unsafe for productive work, consistent with the Employer’s obligations under the OH&S Act, appropriate Employees shall assist in the tidying up of their own work site or area if it is so affected. Where required, appropriate Employees will be provided with the appropriate PPE. Such work to be paid at single time rates. Productive work will continue in areas not so affected. (c) To avoid any confusion any ‘dewatering’ time which prevents an Employee from being engaged in their normal productive work is not included in any calculation for the purposes of determining whether an Employee is entitled to go home due to wet weather (refer clauses 32.4 and 32.5)

  • WATERBEDS The Tenant: (check one)

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