Interim report on channel deterioration study of natural and artificial drainageways in Republican, Loup, and Little Sioux River areas, Nebraska and Iowa.

Mode of access: Internet.

Channelization of streams and rivers in Illinois : procedural review and selected case studies /

"Printed: January 1991."

Responsiveness summary : United States Army Corps of Engineers : Waukegan Harbor, Lake County, Illinois : Section 401 water quality certification for dredging of the Waukegan Harbor approach channel and advanced maintenance area.

The approved project allows the Corps to dredge the Waukegan Harbor approach channel and advanced maintenance area. The area to be dredged lies immediately east of the north breakwater. It is approximately a rectangle 650 feet north and south and 1,400 feet east and west. The advanced maintenance area is a band along the north side of the channel. The approved project is for a 10-year certification, under which the Corps may remove 22,000 to 75,000 cubic yards of sediment per dredging event. The dredging depth is 22 feet and the amount to be dredged is about one foot of sediment. As a condition of the certification, disposal of the dredged sediment in Lake Michigan or the waters of the state cannot occur until the conditions of the certification are met. These conditions, which have been placed on the certification by Illinois EPA, ensure that the project meets state water quality standards and is consistent with the determinations of the Illinois Attorney General's Task Force on asbestos contamination at Illinois Beach State Park.

Versuch einer auf Theorie und Erfahrung gegründeten Darstellung der wichtigsten Lehren der Hydrotechnik /

No more published--Cf. Krieg. Mehr nicht erschienen.

Erosion of cohesive soil and channel stabilization /

"October 1968."

Análisis y revisión del funcionamiento hidráulico de las rejillas de captación de los sistemas de acueducto: Marinilla, Santa Fé de Antioquia y El Capiro operados por Conhydra E.S.P.

En la presente investigación se realizó un análisis y revisión del funcionamiento hidráulico de las bocatomas de fondo de los sistemas de acueducto de Marinilla, Santa Fe de Antioquia y El Capiro, los cuales son operados por CONHYDRA E.S.P -- A partir de un diagnosticado de algunos sistemas de acueducto manejados y operados por esta empresa se encontró que presentan algunas deficiencias por efectos del estado de operación de la captación de dichos sistemas, junto con la oferta hídrica de las cuencas -- Dado que se trata del componente de un sistema de acueducto que resulta de vital importancia para la prestación del servicio de manera permanente, se propuso entonces la realización del presente estudio del funcionamiento hidráulico de dichas captaciones, con el objetivo principal de contribuir al mejoramiento de la calidad de vida de los habitantes de los tres municipios antioqueños, por medio del análisis de las causas de los problemas típicos en el diseño y la operación de captaciones de fondo y su solución específica -- Las conclusiones, además de ofrecer criterios y alternativas técnicas para las necesidades de cada acueducto, apuntan a la necesidad de un programa liderado por el gobierno nacional que permita dotar de los estudios y diseños correspondientes y reglamentarios a los sistemas de acueducto que aún no los tienen, pues los programas actuales sólo exigen para los sistemas que no tienen dichos estudios y diseños un plan de contingencia para nunca incurrir en un desabastecimiento de aguas para la comunidad

Hydraulic design of flood control channels.

At head of title: Engineering and design.

Maximum level and time to peak of dam-break waves on mobile horizontal bed

Journal of Hydraulic Engineering, Vol. 135, No. 11, November 1, 2009

Second Welland Canal - Book 1, Survey Map 15 - Hydraulic Race and Aqueduct in Grantham

Survey map of the Second Welland Canal created by the Welland Canal Company showing the Canal along the eastern edge of the Town of St. Catharines. Identified structures associated with the Canal include Lock 7, Lock House Lot, and the towing path. The surveyors' measurements and notes can be seen in red and black ink and pencil. Local area landmarks are also identified and include bridges, streets, and roads (ex. Queenston Road, St. Catharines Macdamized Road and Suspension Bridge), a hydraulic race, and the Hydraulic Aqueduct. Properties and property owners of note are: Concession 7 Lots 12, 13, and 14, M. Bryant, Mrs. Soper, J. Capner, O. Phelps, P. Marren, Mrs. Parnell, J. Carty, Mrs. Ward, and J. Goodenew.

Numerical Simulation Of Sediment Transport And Bedmorphology Around A Hydraulic Structure On A River

Scour around hydraulic structures is a critical problem in hydraulic engineering. Under prediction of scour depth may lead to costly failures of the structure, while over prediction might result in unnecessary costs. Unfortunately, up-to-date empirical scour prediction formulas are based on laboratory experiments that are not always able to reproduce field conditions due to complicated geometry of rivers and temporal and spatial scales of a physical model. However, computational fluid dynamics (CFD) tools can perform using real field dimensions and operating conditions to predict sediment scour around hydraulic structures. In Korea, after completing the Four Major Rivers Restoration Project, several new weirs have been built across Han, Nakdong, Geum and Yeongsan Rivers. Consequently, sediment deposition and bed erosion around such structures have became a major issue in these four rivers. In this study, an application of an open source CFD software package, the TELEMAC-MASCARET, to simulate sediment transport and bed morphology around Gangjeong weir, which is the largest multipurpose weir built on Nakdong River. A real bathymetry of the river and a geometry of the weir have been implemented into the numerical model. The numerical simulation is carried out with a real hydrograph at the upstream boundary. The bedmorphology obtained from the numerical results has been validated against field observation data, and a maximum of simulated scour depth is compared with the results obtained by empirical formulas of Hoffmans. Agreement between numerical computations, observed data and empirical formulas is judged to be satisfactory on all major comparisons. The outcome of this study does not only point out the locations where deposition and erosion might take place depending on the weir gate operation, but also analyzes the mechanism of formation and evolution of scour holes after the weir gates.

Smithland Locks and Dam, Ohio River : Hydraulic model investigation /

"Prepared for U.S. Army Engineer District, Nashville and U.S. Army Engineer District, Louisville."

Lake Darling Spillway, Souris River, North Dakota. hydraulic model investigation /

Cover title.

Scour protection for Dam No. 2, Arkansas River, Arkansas : hydraulic model investigation /

"August 1993."

Mud Mountain outlet structure : hydraulic model investigation /

"October 1993."

Cypress Avenue Pumping Station : hydraulic model investigation /

"July 1994."