Books on the topic 'Hydraulický modul'

Benson, Howard A. Mississippi River passes physical model study.: Hydraulic model investigation. Vicksburg, Miss: Dept. of the Army, Waterways Experiment Station, Corps of Engineers, 1986.

Maynord, Stephen T. General spillway investigation: Hydraulic model investigation. Washington, DC: Dept. of the Army, US Army Corps of Engineers, 1985.

Brahme, Shashikant B. Hydraulic model studies for suction cutterheads. College Station, Tex: Sea Grant College Program, Texas A & M University, 1987.

Maynord, Stephen T. General spillway investigation: Hydraulic model investigation. Wasington, DC: Dept. of the Army, US Army Corps of Engineers, 1985.

Granat, Mitchell A. Reverification of the Chesapeake Bay model: Chesapeake Bay hydraulic model investigation. Vicksburg, Miss: Dept. of the Army, Waterways Experiment Station, Corps of Engineers, 1985.

Pugh, C. A. Hydraulic model studies of fuse plug embankments. Denver, Colo: Hydraulics Branch, Division of Research and Laboratory Services, Engineering and Research Center, U.S. Dept. of the Interior, Bureau of Reclamation, 1985.

Dodge, R. A. Model study of Roosevelt Diversion Weir. Denver, Colo: Hydraulics Branch, Resesarch and Laboratory Services Division, Denver Office, U.S. Dept. of Interior, Bureau of Reclamation, 1989.

Markle, Dennis G. Crescent City instrumented model dolos study: Coastal model investigation. [Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1992.

Cooper, Deborah R. Lift gate for Lockport Lock, Illinois Waterway: Hydraulic model investigation. Vicksburg, Miss: US Army Corps of Engineers, Hydraulics Laboratory, 1987.

Kunsemiller, John P. Seawater hydraulic rock drill impact mechanism model validation. Port Hueneme, CA: Naval Facilities Engineering Service Center, 1995.

Ali, Mansoor. Analytical thermal hydraulic model for steam chugging phenomenon. Mumbai: Bhabha Atomic Research Centre, 2005.

Linder, Walter. Brush Creek, Kansas City, Missouri: Hydraulic model investigation. Vicksburg, Miss: US Army Corps of Engineers, Hydraulics Laboratory, 1992.

Turner, Herman O. Clarence Cannon Re-regulation Structure, Salt River, Missouri: Hydraulic model investigation. [Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1996.

Davis, W. G. Isabella Dam spillway, Kern River, California: Hydraulic model investigation. Vicksburg, Miss: US Army Corps of Engineers, Hydraulics Laboratory, Dept. of the Army, Waterways Experiment Station, 1987.

Tate, Charles H. Sheldrake River Tunnel, Mamaroneck, New York: Hydraulic model investigation. Vicksburg, Miss: Dept. of the Army, Waterways Experiment Station, Corps of Engineers, 1986.

Dodge, R. A. Hydraulic model study of Chili Bar Dam spillway modifications. Denver, Colo: U.S. Dept. of the Interior, Bureau of Reclamation, Denver Office, Research and Laboratory Services Division, Hydraulics Branch, 1990.

Tate, Charles H. North Diversion Structure, Albuquerque, New Mexico: Hydraulic model investigation. Vicksburg, Miss: Dept. of the Army, Waterways Experiment Station, Corps of Engineers, 1987.

Frizell, Kathleen Houston. Hydraulic model studies of Upper Stillwater Dam stepped spillway and outlet works. Denver, Colo: Hydraulics Branch, Division of Research and Laboratory Services, Engineering and Research Center, U.S. Dept. of the Interior, Bureau of Reclamation, 1987.

Hite, John E. Little Sioux control structure, Little Sioux River, Iowa: Hydraulic model investigation. Vicksburg, Miss: Dept. of the Army, Waterways Experiment Station, Corps of Engineers, 1986.

Guo, James C. Y. Street hydraulics and inlet sizing: Using the computer model UDINLET. Highlands Ranch, Colo: Water Resources Publications, 1997.

H, Burgi P., American Society of Civil Engineers. Hydraulics Division., and International Association for Hydraulic Research. Methods in Hydraulics Division., eds. Model-prototype correlation of hydraulic structures: Proceedings of the International Symposium. New York, N.Y: American Society of Civil Engineers, 1988.

Hughes, Steven A. Midscale physical model validation for scour at coastal structures. [Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1990.

Hughes, Steven A. Midscale physical model validation for scour at coastal structures. [Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1990.

Ward, Donald L. Physical model study of breakwater stability, Kodiak, Alaska. [Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1996.

Klumpp, Cassie C. Hydraulic model study of Twin Buttes Dam fuse plug spillway. Denver, Colo: Hydraulic Branch, Division of Research and Laboratory Services, Engineering and Research Center, U.S. Dept. of the Interior, Bureau of Reclamation, 1988.

Neely, Braxtel L. Two-dimensional relaxation method flow model (RMFM) for hydraulic structures. Little Rock, Ark: U.S. Dept. of the Interior, U.S. Geological Survey, 1992.

Frizell, Kathleen Houston. Hydraulic model study of the Theodore Roosevelt Dam spillway modifications. Denver, Colo: Hydraulics Branch, Research and Laboratory Services Division, Denver Office, U.S. Dept. of the Interior, Bureau of Reclamation, 1990.

Cooper, Deborah R. Lake Darling Spillway, Souris River, North Dakota: Hydraulic model investigation. Vicksburg, Miss: US Army Corps of Engineers, Hydraulics Laboratory, 1988.

Neely, Braxtel L. Two-dimensional relaxation method flow model (RMFM) for hydraulic structures. Little Rock, Ark: U.S. Dept. of the Interior, U.S. Geological Survey, 1992.

Cooper, Deborah R. Lake Darling Spillway, Souris River, North Dakota: Hydraulic model investigation. Vicksburg, Miss: US Army Corps of Engineers, Hydraulics Laboratory, 1988.

McCollum, Randy A. Bank protection, Bass Location, Willamette River, Oregon: Hydraulic model investigation. Vicksburg, Miss: Dept. of the Army, Waterways Experiment Station, Corps of Engineers, 1987.

Johnson, Perry L. Hydraulic model study of the spillway for Ridgway Dam, Colorado. Denver, Colo: Hydraulics Branch, Division of Research and Laboratory Services, Engineering and Research Center, U.S. Dept. of the Interior, Bureau of Reclamation, 1986.

Neely, Braxtel L. Two-dimensional relaxation method flow model (RMFM) for hydraulic structures. Little Rock, Ark: U.S. Dept. of the Interior, U.S. Geological Survey, 1992.

Neely, Braxtel L. Two-dimensional relaxation method flow model (RMFM) for hydraulic structures. Little Rock, Ark: U.S. Dept. of the Interior, U.S. Geological Survey, 1992.

Flow model for open-channel reach or network. Washington: U.S. G.P.O., 1987.

Hanna, Leslie J. Hydraulic model study of the Spring Creek Debris Dam selective withdrawal system. Denver, Colo: Water Resources Research Laboratory, Water Resources Services, Technical Service Center, U.S. Bureau of Reclamation, 1995.

Smith, Ernest R. King Harbor, Redondo Beach, California, breakwater stability study: Hydraulic model investigation. [Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1990.

Frizell, Kathleen Houston. Hydraulic model study of right auxiliary spillway at Stewart Mountain Dam. Denver, Colo: Hydraulics Branch, Division of Research and Laboratory Services, Engineering and Research Center, U.S. Dept. of the Interior, Bureau of Reclamation, 1986.

Smith, Ernest R. King Harbor, Redondo Beach, California, breakwater stability study: Hydraulic model investigation. [Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1990.

Clarke, A. Hydraulic model studies of the proposed new spillway at Stanley reservoir. Cranfield: BHRA, 1989.

Myrick, Carolyn M. Navigation conditions at Mitchell Lock and Dam, Coosa River, Alabama: Hydraulic model investigation. Vicksburg, Miss: Dept. of the Army, Waterways Experiment Station, Corps of Engineers, 1985.

Myrick, Carolyn M. Navigation conditions at Mitchell Lock and Dam, Coosa River, Alabama: Hydraulic model investigation. Vicksburg, Miss: Dept. of the Army, Waterways Experiment Station, Corps of Engineers, 1985.

McVoy, Christopher. Comparison of the South Florida natural system model with pre-canal Everglades hydrology estimated from historical sources. [Tallahassee, Fl: U.S. Dept. of the Interior], U.S. Geological Survey, 1996.

McVoy, Christopher. Comparison of the South Florida natural system model with pre-canal Everglades hydrology estimated from historical sources. [Tallahassee, Fl: U.S. Dept. of the Interior], U.S. Geological Survey, 1996.

McVoy, Christopher. Comparison of the South Florida natural system model with pre-canal Everglades hydrology estimated from historical sources. [Tallahassee, Fl: U.S. Dept. of the Interior], U.S. Geological Survey, 1996.

Davis, W. G. Walnut Creek flood-control project, Contra Costa County, California: Hydraulic model investigation. Vicksburg, Miss: US Army Corps of Engineers, Hydraulics Laboratory, 1987.

Davis, W. G. Walnut Creek flood-control project, Contra Costa County, California: Hydraulic model investigation. Vicksburg, Miss: US Army Corps of Engineers, Hydraulics Laboratory, 1987.

Baldhill Spillway: Hydraulic model investigation. Vicksburg, MS: US Army Corps of Engineers, Waterways Experiment Station, 1993.

Hydraulics Laboratory (U.S.), ed. Model study of Prado flood-control dam: Hydraulic model investigation. Vicksburg, Miss: US Army Corps of Engineers, Hydraulics Laboratory, 1989.

U.S. Army Engineer Waterways Experiment Station., ed. Mud Mountain outlet structure: Hydraulic model investigation. Vicksburg, MS: US Army Corps of Engineers, Waterways Experiment Station, 1993.