Catalog Search Results
Author
Series
Civil engineering report volume 47/52-48
Publisher
Colorado Agricultural Experiment Station, Civil Engineering Section
Pub. Date
[1952]
Language
English
Author
Series
Civil engineering report volume CER47/52-37
Publisher
Colorado A & M College
Pub. Date
[1952]
Language
English
Author
Series
CER volume 55-13
Publisher
Colorado A and M College, [Civil Engineering Section]
Pub. Date
1955.
Language
English
Author
Series
CER volume 59-12
Publisher
[Civil Engineering Section, Colorado State University, Colorado Agricultural Experiment Station]
Pub. Date
[1959]
Language
English
Author
Series
Civil engineering report volume 61-45
Publisher
Colorado State University, [Civil Engineering Section]
Pub. Date
[1961]
Language
English
Author
Series
Civil engineering report volume 63-35
Publisher
Colorado State University, [Civil Engineering Section]
Pub. Date
[1963]
Language
English
Author
Series
Civil engineering report volume 63-38
Publisher
Colorado State University, Civil Engineering Section
Pub. Date
[1963]
Language
English
Author
Series
Civil engineering report volume 63-34
Publisher
Colorado State University, Civil Engineering Section
Pub. Date
[1963]
Language
English
Author
Series
CER volume 68/69-16
Publisher
Colorado State University, Engineering Research Center
Pub. Date
1968.
Language
English
Description
This project was initiated July 1, 1964, to study the feasibility of recharging excess or flood waters to an unconfined aquifer. The study included the selection of a site; design, construction, and maintenance of structures; data collection, analysis, and economic evaluation of artificial recharge.
Author
Series
CER volume 70-71JHN4
Publisher
Colorado State University, Civil Engineering Department
Pub. Date
1970.
Language
English
Description
Analytical and numerical studies were made of single point moorings of a large disc buoy in deep water. Waves of different frequencies and winds of different magnitudes were imposed on moorings of different scopes for nylon ropes. The numerical model results compared favorably with analytical solutions for a straight vibrating string and the buoy motion was validated with the results from a hydraulic model study.
Author
Series
CER volume 74/75-5
Publisher
Fluid Mechanics Program, Fluid Dynamics and Diffusion Laboratory, Department of Civil Engineering, Colorado State University
Pub. Date
[1974]
Language
English
Description
A simulated atmospheric boundary layer flow over the Renaissance Center model was established whose characteristics compared favorably with the expected flow over the Detroit area. Flow visualization showed fluctuating separation features at certain locations on the center hotel structure and on the elevator towers of office buildings suggesting high values of pressure coefficient in those regions.
Author
Series
CER volume 74/75-5a
Publisher
Fluid Mechanics Program, Fluid Dynamics and Diffusion Laboratory, Department of Civil Engineering, Colorado State University
Pub. Date
[1974]
Language
English
Series
Civil engineering report volume 76/77-47
Publisher
Fluid Dynamics and Diffusion Laboratory, Fluid Mechanics and Wind Engineering Program, Colorado State University
Pub. Date
[1977-1980]
Language
English
Series
Publisher
Civil Engineering Department, Colorado State University
Pub. Date
[1977]
Language
English
Description
Rural transportation systems are of major importance to the nation's economy. Safety of rural bridges in many cases has deteriorated to a dangerous level rendering many avenues for the movement of goods and people to an unusable state. The recently developed glulam bridge system, composed of laminated stringers and deck fastened together by bolted and doweled connections, offers great potential in needed national bridge replacement programs.
Author
Series
CER volume 79/80
Publisher
Fluid Mechanics and Wind Engineering Program, College of Engineering, Colorado State University
Pub. Date
1980.
Language
English
Author
Series
CER volume 80/81-45
Publisher
Department of Civil Engineering, Colorado State University
Pub. Date
1981.
Language
English
Description
Response of the flow variables to external driving forces is non-linear for shear flows. For the turbulent boundary layer case, surface shear stress fluctuations of magnitude as great as the mean value are observed. For flow near the surface Prandtl's turbulent boundary layer approach of employing averaged Reynolds equation and a turbulence closure model is insufficient to account for surf ace shear fluctuations. A model which incorporates a discrete...
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