المؤلفون: McCollum, Randy A.

المساهمون: United States. Army. Corps of Engineers. Mobile District.

مصطلحات موضوعية: Ingenieurwissenschaften (620), Channel improvement, Dikes, Contraction works, Dredged material disposal, Movable-bed models, Sedimentation, Sediment transport, Deposition, Submerged vane dikes, Thalweg, Stream channelization, Apalachicola River, Florida

وصف الملف: application/pdf

العلاقة: http://hdl.handle.net/11681/13424Test; Technical Report; HL-94-8; United States. Army. Corps of Engineers. Mobile District. (Hg.) (1994): Chipola Cutoff Reach, Apalachicola River Movable-Bed Model Study. Vicksburg, Mississippi: U.S. Army Engineer Research and Development Center (ERDC) (Technical Report, HL-94-8).; https://hdl.handle.net/20.500.11970/112015Test

الإتاحة: https://doi.org/20.500.11970/112015Test
https://hdl.handle.net/20.500.11970/112015Test

المؤلفون: McCollum, Randy A., Thevenot, Michelle M.

المساهمون: United States. Army. Corps of Engineers. New Orleans District.

مصطلحات موضوعية: Ingenieurwissenschaften (620), Maintenance dredging, Dredging, Navigation, Navigation study, Navigation channels, Channels, Redeye Crossing Reach, Baton Rouge, Louisiana, Ship simulation, Tow simulation, Training structures, Dikes

وصف الملف: application/pdf

العلاقة: http://hdl.handle.net/11681/13703Test; Technical Report; HL-95-13 rept. 2; United States. Army. Corps of Engineers. New Orleans District. (Hg.) (1996): Redeye Crossing Reach, Lower Mississippi River. Report 2: Navigation Conditions. Vicksburg, Mississippi: U.S. Army Engineer Research and Development Center (ERDC) (Technical Report, HL-95-13 rept. 2).; https://hdl.handle.net/20.500.11970/112575Test

الإتاحة: https://doi.org/20.500.11970/112575Test
https://hdl.handle.net/20.500.11970/112575Test

المؤلفون: Nickles, Charles R.

المساهمون: United States. Army. Corps of Engineers. Memphis District.

مصطلحات موضوعية: Ingenieurwissenschaften (620), Channels, River channels, Channel improvement, Dikes (training structures), Mississippi River, Movable-bed model, Sediments, Sedimentation, Stability berm, Sediment control, Stream channelization, Mathematical models

وصف الملف: application/pdf

العلاقة: http://hdl.handle.net/11681/13214Test; Technical Report; HL-96-4; United States. Army. Corps of Engineers. Memphis District. (Hg.) (1996): Loosahatchie-Memphis Reach, Lower Mississippi River: Hydraulic Model Investigation. Vicksburg, Mississippi: U.S. Army Engineer Research and Development Center (ERDC) (Technical Report, HL-96-4).; https://hdl.handle.net/20.500.11970/112595Test

الإتاحة: https://doi.org/20.500.11970/112595Test
https://hdl.handle.net/20.500.11970/112595Test

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

المساهمون: United States. Army. Corps of Engineers. St. Louis District.

مصطلحات موضوعية: Ingenieurwissenschaften (620), Bendway weirs, Rivers, Mississippi River, Channels, Navigation channels, Channel improvement, Dikes (training structures), Sills (training structures), Weirs (training structures), Diversion weirs, Design, Construction, Navigation, Movable-bed model, Hydraulic models, River training structures, Dogtooth Bend Reach

وصف الملف: application/pdf

العلاقة: http://hdl.handle.net/11681/13583Test; Technical Report; HL-94-10; United States. Army. Corps of Engineers. St. Louis District. (Hg.) (1994): Design and Development of Bendway Weirs for the Dogtooth Bend Reach, Mississippi River: Hydraulic Model Investigation. Vicksburg, Mississippi: U.S. Army Engineer Research and Development Center (ERDC) (Technical Report, HL-94-10).; https://hdl.handle.net/20.500.11970/112565Test

الإتاحة: https://doi.org/20.500.11970/112565Test
https://hdl.handle.net/20.500.11970/112565Test

المؤلفون: Teeter, Allen M., Pankow, Walter E., Heltzel, Samuel B., Knowles, Stephen C.

المساهمون: United States. Army. Corps of Engineers. Vicksburg District.

مصطلحات موضوعية: Ingenieurwissenschaften (620), Contraction training dike, Hydraulic structures, Charleston Harbor, South Carolina, Cooper River, Dikes, Hydrodynamics, Numerical models, Mathematical models, Estuary, Sediment transport, Sedimentation, Deposition, Shoaling, Numerical hydrodynamic modeling

وصف الملف: application/pdf

العلاقة: http://hdl.handle.net/11681/10755Test; Miscellaneous Paper; HL-92-1; United States. Army. Corps of Engineers. Vicksburg District. (Hg.) (1992): Effectiveness of Contraction Training Dikes at Charleston Harbor, Charleston, South Carolina. Vicksburg, Mississippi: U.S. Army Engineer Research and Development Center (ERDC) (Miscellaneous Paper, HL-92-1).; https://hdl.handle.net/20.500.11970/112092Test

الإتاحة: https://doi.org/20.500.11970/112092Test
https://hdl.handle.net/20.500.11970/112092Test

المؤلفون: Walton, Todd L. Jr., Ahrens, John P., Ttruitt, Clifford L., Dean, Robert G.

مصطلحات موضوعية: Ingenieurwissenschaften (620), Dikes, Overtopping, Revetments, Seawalls, Wave forces, Wave runup, Wave transmission

وصف الملف: application/pdf

العلاقة: http://hdl.handle.net/11681/12445Test; Technical Report; CERC-89-15; Walton, Todd L. Jr.; Ahrens, John P.; Ttruitt, Clifford L.; Dean, Robert G. (1989): Criteria for Evaluating Coastal Flood-Protection Structures. Vicksburg, Mississippi: U.S. Army Engineer Research and Development Center (ERDC) (Technical Report, CERC-89-15).; https://hdl.handle.net/20.500.11970/111776Test

الإتاحة: https://doi.org/20.500.11970/111776Test
https://hdl.handle.net/20.500.11970/111776Test

المؤلفون: Franco, John J.

المساهمون: United States. Mississippi River Commission.

مصطلحات موضوعية: Ingenieurwissenschaften (620), Dikes, Hydraulic structures, Hydraulic models, Rivers, Potamology, River improvement, Mississippi River, River regulation

وصف الملف: application/pdf

العلاقة: http://hdl.handle.net/11681/13492Test; Technical Report; HL-82-10; United States. Mississippi River Commission. (Hg.) (1982): Model-Prototype Comparison Study of Dike Systems, Mississippi River: Potamology Investigations. Vicksburg, Mississippi: U.S. Army Engineer Research and Development Center (ERDC) (Technical Report, HL-82-10).; https://hdl.handle.net/20.500.11970/112393Test

الإتاحة: https://doi.org/20.500.11970/112393Test
https://hdl.handle.net/20.500.11970/112393Test

المؤلفون: Copeland, Ronald R.

مصطلحات موضوعية: Ingenieurwissenschaften (620), Bank protection, Bank stability, Scour, Local scour, Protective aprons, Spur dikes, Hydraulic structures, Hydraulic models

وصف الملف: application/pdf

العلاقة: http://hdl.handle.net/11681/10640Test; Miscellaneous Paper; HL-83-1; Copeland, Ronald R. (1983): Bank Protection Techniques Using Spur Dikes. Vicksburg, Mississippi: U.S. Army Engineer Research and Development Center (ERDC) (Miscellaneous Paper, HL-83-1).; https://hdl.handle.net/20.500.11970/112237Test

الإتاحة: https://doi.org/20.500.11970/112237Test
https://hdl.handle.net/20.500.11970/112237Test

المؤلفون: McCollum, Randy A.

المساهمون: United States. Army. Corps of Engineers. Mobile District.

مصطلحات موضوعية: Ingenieurwissenschaften (620), Apalachicola River, Florida, Channel improvement, Hydraulic models, Movable-bed models, Dikes, Training structures, Hydraulic structures, Sedimentation, Sediment transport, Deposition, Dredged material disposal, Thalweg

وصف الملف: application/pdf

العلاقة: http://hdl.handle.net/11681/13349Test; Technical Report; HL-88-17; United States. Army. Corps of Engineers. Mobile District. (Hg.) (1988): Blountstown Reach, Apalachicola River: Movable-Bed Model Study. Vicksburg, Mississippi: U.S. Army Engineer Research and Development Center (ERDC) (Technical Report, HL-88-17).; https://hdl.handle.net/20.500.11970/111861Test

الإتاحة: https://doi.org/20.500.11970/111861Test
https://hdl.handle.net/20.500.11970/111861Test

المؤلفون: Hauck, Larry M.

المساهمون: United States. Army. Corps of Engineers. San Francisco District.

مصطلحات موضوعية: Ingenieurwissenschaften (620), Deposition, Erosion, Sedimentation, Tidal barrier, San Rafael Canal, San Rafael, California, Mathematical models, Dikes

وصف الملف: application/pdf

العلاقة: http://hdl.handle.net/11681/13273Test; Technical Report; HL-89-24; United States. Army. Corps of Engineers. San Francisco District. (Hg.) (1989): Sedimentation Analysis of the Proposed San Rafael Canal Tidal Barrier: San Rafael, California. Vicksburg, Mississippi: U.S. Army Engineer Research and Development Center (ERDC) (Technical Report, HL-89-24).; https://hdl.handle.net/20.500.11970/112484Test

الإتاحة: https://doi.org/20.500.11970/112484Test
https://hdl.handle.net/20.500.11970/112484Test