Filtering by
- All Subjects: Hydrology
- All Subjects: Phoenix-Mesa Gateway Airport (Ariz.)
- Creators: Battelle Memorial Institute. Technology Partnership Practice
A detailed hydraulic analysis of Idle Hour Wash for the purpose of preparing a Letter of Map Revision.
The objectives of this report are to document the on-site and off-site hydrologic and hydraulic assessment of the site and its characteristics, quantifying existing conditions peak discharges, and define the limits of 100-year on-site floodplains.
This update of the Phoenix-Mesa Gateway Airport Master Plan has been undertaken to evaluate the airport's capabilities and role, to review forecasts of future aviation demand, and to plan for the timely development of new or expanded facilities that may be required to meet that demand. The ultimate goal of the master plan is to provide systematic guidelines for the airport's overall development, maintenance, and operation.
Phoenix Sky Harbor International Airport completed a comprehensive analysis of the cargo service opportunities of Phoenix metropolitan airports, specifically Phoenix Sky Harbor International, Phoenix Deer Valley, Phoenix Goodyear, and Phoenix Mesa Gateway Airports. The Study researched regional air cargo opportunities, forecasted regional air cargo demand, determined necessary facilities and infrastructure at Phoenix region airports, identified market opportunities and outlined approaches for further development.
This report presents an analysis of the economic impacts of Phoenix-Mesa Gateway Airport (Gateway Airport) based on activity during FY 2013. It views Gateway Airport as a source of significant economic output (the production of aviation services) that creates revenues for firms, and employment and earnings for workers on and off the airport.
This report is being submitted for the purpose of reducing the erosion setback limits. The information contained herein supports the claim that a safe reduction in the setback distance can occur.
Millstone Manor #6 is a subdivision that was recorded in the mid-1950's. All records indicate no engineering took place with regards to potential for drainage improvements. This report will address what the natural floodprone areas are and will recommend how future permits should be processed.
This report describes the hydrologic and hydraulic analysis. Development in the lower end of the watershed has occurred without knowledge of the floodplain's characteristics.
This parcel has some houses already constructed, but most of the area is left undeveloped and can be classified as desert foothills. The objective of this report is to determine all of the flows generated by a 100-year storm in excess of 100 cfs and then map the flood-prone boundaries for the associated channels.
Offsite drainage impacts the project site from several watersheds whose headwaters lie to the northeast of the project site. This report will address the manner in which the existing offsite and the post-development onsite drainage will be conveyed across this project.