Global ETD Search

11	The flow of water in transition sections of rectangular open channels at supercritical velocities Wilson, Warren Elvin 01 July 1940 (has links) No description available. hydrodynamics channels hydraulic engineering Hydraulic Engineering
12	Modeling channel erosion in cohesive streams of the Blackland Prairie, Texas at the watershed scale Capello, Stephanie V. Allen, Peter M., January 2008 (has links) Thesis (M.S.)--Baylor University, 2008. / Includes bibliographical references (p. 61-67)
13	Hydraulic characteristics of discharge from orifices in aluminum irrigation pipe Spomer, Ralph George January 2011 (has links) Digitized by Kansas State University Libraries Irrigation Hydraulic engineering
14	Shear layer behaviour in the near wake of a model gate Attari, Jalal January 2001 (has links) No description available. 624 Hydraulic engineering
15	2-D Bed Sediment Transport Modeling of a Reach on the Sagavanirktok River, Alaska Ladines, Isaac A. 26 April 2019 (has links) <p> Conducting a 2-D sediment transport modeling study on the Sagavanirktok River has offered great insight to bed sediment movement. During the summer of 2017, sediment excavation of two parallel trenches began in the Sagavanirktok River, in an effort to raise the road elevation of the Dalton Highway to remediate against future floods. To predict the time in which the trenches refill with upstream sediment a 2-D numerical model was used. Three scenarios: (1) a normal cumulative volumetric flow, (2) a max discharge event, and (3) a max cumulative volumetric flow, were coupled with three sediment transport equations: Parker, Wilcock-Crowe and Meyer Peter and Müller for a total of 9 simulations. Results indicated that scenario (1) predicted the longest time to fill, ranging from 1–6 years followed by scenario (2), an even shorter time, and scenario (3) showing sustained high flows have the capability to nearly refill the trenches in one year. Because the nature of this research is predictive, limitations exist as a function of assumptions made and the numerical model. Therefore, caution should be taken in analyzing the results. However, it is important to note that this is the first time estimates have been calculated for an extraction site to be refilled on the Sagavanirktok River. Such a model could be transformed into a tool to project filling of future material sites. Ultimately, this could expedite the permitting process, eliminating the need to move to a new site by returning to a site that has been refilled from upstream sediment.</p><p> Hydraulic engineering\|Civil engineering
16	Turbulent structure in open-channel flows / Nezu, Iehisa. January 1900 (has links) Abridgement of thesis (doctoral)--Kyoto University, 1977. / "Translation of Doctoral Dissertation in Japanese."
17	Structural design of large miter gates Cannell, Paul John. January 1900 (has links) "Thesis presented to the Faculty of the Graduate College of the University of Nebraska in partial fulfillment of requirements for the professional degree of Civil Engineer, Department of Civil Engineer, Department of Civil Engineering." / Bibliography: leaf [27]. Locks (Hydraulic engineering)
18	LATERAL INFLOW AND OUTFLOW IN AN OPEN CHANNEL Yaziji, Habib Makhoul, 1931- January 1971 (has links) No description available. Channels (Hydraulic engineering)
19	A hydraulic model study of multiple-barrel culverts Talty, John T. January 1961 (has links) No description available. Culverts. Hydraulic engineering.
20	An investigation of the effects of a nonrectangular cross section on thermally induced gravitational circulation in a dead-end channel Luettich, Richard Albert 08 1900 (has links) No description available. Channels (Hydraulic engineering)

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