Hydraulic Properties Sample Clauses

Hydraulic Properties. Hydraulic properties of hydrostratigraphic units that help define the flow characteristics of the aquifer must be addressed. These include the transmissivity, hydraulic conductivity, storativity, and specific yield. Results from available aquifer tests for the model area shall be compiled and assessed including any information from the groundwater conservation districts. Additionally, information on hydraulic properties from previous modeling studies may be incorporated in the current project, as appropriate. Specific capacity tests shall also be compiled from TWDB files, and from Texas Commission on Environmental Quality files, and transmissivity and hydraulic conductivity estimated using analytical or empirical techniques (for example, Xxxx, 2001). Project managers are encouraged to conduct, analyze, and use additional aquifer tests, if they believe the budget can support them. Transmissivity, hydraulic conductivity, storativity, and specific yield shall be statistically analyzed for each hydrostratigraphic unit. Special care must be taken in considering the completion zones of the test xxxxx and how they relate to the aquifer. Maps of the spatial distribution for these properties shall be presented for each hydrostratigraphic unit using the appropriate interpolation techniques given the amount of data and apparent trends (for example, geostatistical techniques). If the information is available, hydraulic properties shall be related to and distributed according to the known geologic characteristics of the aquifer (for example, texture and net-sand thickness possibly associated with cut banks and point bars or correlated sedimentary facies). Specific or general information on vertical hydraulic conductivity for each hydrostratigraphic unit shall be compiled and/or calculated and related to known geologic and hydrogeologic conditions. If possible, vertical hydraulic conductivity and storativity shall be distributed according to geologic information (for example, texture, net-sand thickness, horizontal beddings, and sedimentary facies). Horizontal anisotropy shall also be defined, discussed, and estimated, if appropriate.
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Hydraulic Properties. See Appendix A Section 3.1.8 and include the following:  A discussion of the approach used to estimate hydraulic properties,  Histograms of hydraulic conductivity, specific yield (if appropriate), storativity/ for each hydrostratigraphic unit as well as model layer, in case they are different,  Map of spatially distributed hydraulic conductivity, specific yield (if appropriate), storativity for each hydrostratigraphic unit as well as model layer, in case they are different,  Net sand thickness maps, if applicable, and  Map of geologic sedimentary facies and paleo-geography, if applicable.
Hydraulic Properties. In order to assess the hydraulic characteristics of soils, laboratory or site tests must be performed on high quality natural samples.

Related to Hydraulic Properties

  • Underground Facilities All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including without limitation those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems.

  • Pipelines Developer shall have no interest in the pipeline gathering system, which gathering system shall remain the sole property of Operator or its Affiliates and shall be maintained at their sole cost and expense.

  • Underground Utilities Any required ground digging or subsurface work shall be done in accordance with Chapter 556, Florida Statutes. It shall be the responsibility of CONTRACTOR to have all underground utilities located before any work begins (Sunshine State One Call 0-000-000-0000). The repairs of any damaged underground utilities as a result of the work being performed by CONTRACTOR shall be the responsibility of CONTRACTOR. The proper utility company shall be contacted immediately to expedite the repairs, if damage has occurred. CONTRACTOR will notify the COUNTY and provide a written explanation of the incident within two (2) days of the damage to any underground utilities.

  • Plant The expression ‘Plant’ as used in the tender papers shall mean every temporary accessory necessary or considered necessary by the Engineer to execute, construct, complete and maintain the work and all altered, modified, substituted and additional works ordered in the time and the manner herein provided and all temporary materials and special and other articles and appliance of every sort kind and description whatsoever intended or used therefore.

  • PROJECT 3.01. The Recipient declares its commitment to the objectives of the Project. To this end, the Recipient shall carry out the Project in accordance with the provisions of Article IV of the General Conditions.

  • Porcupine Site Highway 11

  • MAINTENANCE OF THE BUILDING /APARTMENT / PROJECT The Promoter shall be responsible to provide and maintain essential services in the Project till the taking over of the maintenance of the project by the Association upon the issuance of the completion certificate of the Project. The cost of such maintenance has been included in the Total Extras and Deposits as mentioned in clause 1.2.

  • Project Site The “Project Site” is the place where the Work is being carried on.

  • Drainage Systems (1) Clear culvert inlets, outlets, and sediment catching basins.

  • Access to Property, Property’s Management, Property Lender, and Property Tenants Potential Investor agrees to not seek to gain access to any non-public areas of the Property or communicate with Property’s management employees, the holder of any financing encumbering the Property, the Property’s tenants, and the Owner’s partners in the ownership of the Property, without the prior consent of Owner or HFF, which consent may be withheld in the Owner’s sole discretion.

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