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Consultants geophysical

WFCVM Wasatch Front (Salt Lake City, Utah) http //geology.utah.gov/ghp/consultants/ geophysical data/cvm.htm... [Pg.1917]

It is important to understand that any geophysical method which is successful at one site may or may not have the same success at another site. There are many variables associated with all geophysical techniques as presented in Table 6. Someone with the experience to know the limitations of each of the techniques should be consulted prior to developing a large geophysical reconnaissance program. [Pg.119]

WMC Kenco Minerals, 7420 South Upham St, Uttteton, CO 80128 UNITED STATES OF AMERICA Geophysical Consultant, Denver, CO 80112 UNITED STATES OF AMERICA... [Pg.421]

Albany NY. Other commitments included the Power Authority, State of New York, and chairman of the Board Consultants, Flood Control for the US Department of Agriculture from 1940. He was a member of the American Society of Civil Engineers ASCE, the American Water Works Association AWWA, and the American Geophysical Union AGU. [Pg.441]

After having been professor of applied mathematics at Australian National University ANU, Canberra, he took over as professor of applied mechanics and geophysics at University of California, San Diego, in 1965. Miles was chairman of applied mechanics and engineering from 1968 to 1972, and vice-chancellor of academic affairs from 1980 to 1983. During his early career he was a consultant to Northrop Aviation Co., North American Aviation Co., the US Naval Ordnance, Douglas Aircraft Co, or the Aerospace Corp. [Pg.617]

We will concentrate in the following on the design of foundations and equipment support blocks, since these are the civil items which are the most closely integrated with the overall plant design. Foundation design follows at its upper end from the plant layout and the loads and details of supported equipment and steelwork, and at the lower end from the design criteria produced by the geophysical consultant. [Pg.231]

Geophysical consultants, to conduct site soil surveys and make appropriate recommendations on foundation treatment. (Note do not allow these consultants to get away with a discussion on alternative possibilities insist on explicit, quantified recommendations). [Pg.238]

Most of the published papers on sediment transportation in open channels dwell extensively on the geophysics of canals and rivets. The field of open channel hydraulics is so vast and complex that the reader may have to consult various reference books such as Graf (1971). One subject of great interest to civil engineers is the carrying capacity of the channel for sediments. This is often termed the sediment load and is measured as a function of the flow rate, width of the channel, and sediment concentration. Using channels to transport soUds has limitations due to the fact that no pumps are used to force the flow. [Pg.276]


See other pages where Consultants geophysical is mentioned: [Pg.121]    [Pg.48]    [Pg.119]    [Pg.271]    [Pg.272]    [Pg.326]    [Pg.377]    [Pg.439]    [Pg.482]    [Pg.516]    [Pg.519]    [Pg.523]    [Pg.613]    [Pg.632]    [Pg.698]    [Pg.817]    [Pg.836]    [Pg.888]    [Pg.902]    [Pg.76]    [Pg.477]    [Pg.477]    [Pg.258]    [Pg.2460]   
See also in sourсe #XX -- [ Pg.238 ]




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