Výsledky vyhledávání - "Boyd, Marden B."

Redeye Crossing Reach, Lower Mississippi River. Report 1: Sediment Investigation

Autor: Pokrefke, Thomas J. Jr., Nickles, Charles R., Raphelt, Nolan K., Trawle, Michael J., Boyd, Marden B.

Source: https://erdc-library.erdc.dren.mil/jspui/ The sedimentation study conducted on the Redeye Crossing Reach of the Mississippi River about 3 miles downstream of Baton Rouge, LA, was a combination of numerical and physical movable-bed model studi

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=od______4244::1ec83f8a28f7881ef35a659dac58bf4b
https://hdl.handle.net/20.500.11970/112574

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Design and Development of Bendway Weirs for the Dogtooth Bend Reach, Mississippi River: Hydraulic Model Investigation

Autor: Derrick, David L., Pokrefke, Thomas J. Jr., Boyd, Marden B., Crutchfield, James P., Henderson, Raymond R.

Source: https://erdc-library.erdc.dren.mil/jspui/ This investigation is one of a series of model studies used to determine the effectiveness of various dike and bendway weir systems proposed for the improvement of several troublesome reaches on the M

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=od______4244::364295a6f3bd5527df584551084cce42
https://hdl.handle.net/20.500.11970/112565

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Filling and Emptying System, Dardanelle Lock, Arkansas River: Hydraulic Model Investigation

Autor: Ables, Jackson H. Jr., Boyd, Marden B.

Source: https://erdc-library.erdc.dren.mil/jspui/ Dardanelle Lock will be 110 ft wide by 670 ft long and will provide a maximum lift of 54 ft. Results of model tests to determine the suitability of a longitudinal floor culvert filling and emptying sy

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=od______4244::8c4296f04ade9f3e616ed984b115e245
https://hdl.handle.net/20.500.11970/112146

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Spillway and Outlet Works, Rowlesburg Dam, Cheat River, West Virginia: Hydraulic Model Investigation

Autor: Ables, Jackson H. Jr., Boyd, Marden B.

Source: https://erdc-library.erdc.dren.mil/jspui/ Rowlesburg Dam will be a gravity-type concrete structure, 271 ft above the floor of the stilling basin and 1695 ft long. Flow regulation will be provided by a high overflow spillway consisting of seve

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=od______4244::7032ab6ece4d8769bb0c560f953c0ed0
https://hdl.handle.net/20.500.11970/112167

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Enlargement of the Chesapeake and Delaware Canal: Hydraulic and Mathematical Model Investigation

Autor: Boyd, Marden B., Bobb, William H., Huval, C. J., Hill, Thomas C.

Source: https://erdc-library.erdc.dren.mil/jspui/ Enlargement of the sea-level C&D Canal connecting Chesapeake Bay and Delaware River from 27 by 250 ft to 35 by 450 ft, undertaken in 1954, was essentially complete by 1970 except for about a 2-mile re

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=od______4244::ca60cc93bcbb911ff4c7460b57071bfb
https://hdl.handle.net/20.500.11970/112306

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Disposal of Dredge Spoil: Problem Identification and Assessment and Research Program Development

Autor: Boyd, Marden B., Saucier, Roger T., Keeley, John W., Montgomery, Raymond Lowree, Brown, R. D., Mathis, David B., Guice, C. J.

Source: https://erdc-library.erdc.dren.mil/jspui/ The Corps of Engineers, in fulfilling its mission in developing and maintaining the nation's navigable waterways, will continue to be responsible for extensive dredging operations. Considerable concer

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=od______4244::6d51223abd028c3c9e49a52936d54e0d
https://hdl.handle.net/20.500.11970/112436

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Low-Water Weirs on Boeuf and Tensas Rivers, Bayou Macon, and Big and Colewa Creeks, Arkansas and Louisiana: Hydraulic Model Investigation

Autor: Ables, Jackson H. Jr., Boyd, Marden B.

Source: https://erdc-library.erdc.dren.mil/jspui/ A 1:20-scale model reproducing one-half of the channel section through a low-water weir was used to test eight plans of channel improvement. The tests were conducted with a drop height of 5.5 ft, and

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=od______4244::6d49d2a7e62beb2e879e48a59f095250
https://hdl.handle.net/20.500.11970/112138

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