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00000cam a2200000 a 4500 |
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638eb823-86a5-4640-91a3-60649b0742b4 |
| 005 |
20241101000000.0 |
| 008 |
810811m19819999msub b f00000 eng d |
| 035 |
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|a (OCoLC)711714640
|z 7679467
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| 040 |
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|a AFM
|c AFM
|d GPO
|d MvI-cor
|d MvI
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| 040 |
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|d MvI
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| 043 |
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|a n-usm--
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| 049 |
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|a MPZU
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| 074 |
|
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|a 334-A-7 (MF)
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| 086 |
0 |
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|a D 103.24/4:rpt. 2
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| 245 |
0 |
0 |
|a Investigation of proposed dike systems on the Mississippi River :
|b hydraulic model investigation /
|c sponsored by Mississippi River Commission and U.S. Army Engineer Division, Lower Mississippi Valley.
|
| 260 |
|
|
|a Vicksburg, Miss. :
|b U.S. Army Engineer Waterways Experiment Station ;
|a [Springfield, Va. :
|b Available from National Technical Information Service,
|c 1981-
|
| 300 |
|
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|a [1] v. :
|b maps (some col.) ;
|c 27 cm.
|
| 490 |
1 |
|
|a Miscellaneous paper ;
|v H-70-1.
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| 500 |
|
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|a Cover title.
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| 500 |
|
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|a "Hydraulics Laboratory."
|
| 500 |
|
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|a "May 1981."
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| 505 |
0 |
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|a Rept. 2. New Madrid bar reach / by Thomas J. Pokrefke, Jr., John J. Franco.
|
| 650 |
|
0 |
|a Channels (Hydraulic engineering)
|z Mississippi River.
|
| 650 |
|
0 |
|a Dikes (Engineering)
|z Mississippi River.
|
| 651 |
|
0 |
|a Mississippi River.
|
| 700 |
1 |
|
|a Pokrefke, Thomas J.
|t New Madrid bar reach.
|
| 700 |
1 |
|
|a Franco, John J.
|t New Madrid bar reach.
|
| 710 |
1 |
|
|a United States.
|b Mississippi River Commission.
|
| 710 |
1 |
|
|a United States.
|b Army.
|b Corps of Engineers.
|b Lower Mississippi Valley Division.
|
| 710 |
2 |
|
|a Hydraulics Laboratory (U.S.)
|
| 740 |
0 |
1 |
|a New Madrid bar reach.
|
| 830 |
|
0 |
|a Miscellaneous paper (U.S. Army Engineer Waterways Experiment Station) ;
|v H-70-1.
|
| 999 |
1 |
0 |
|i 638eb823-86a5-4640-91a3-60649b0742b4
|l 4350401
|s US-MNMHCL
|m investigation_of_proposed_dike_systems_on_the_mississippi_riverhydraul_____1981_______usarma___________________________________________________________________________d_103_24_4_rpt__2p
|
| 999 |
1 |
1 |
|l 4350401
|s ISIL:US-MNMHCL
|i Hennepin County Library
|t BKS
|a mcgd afig-r-
|c D 103.24/4:rpt. 2
|b mq6887990
|x nc
|y 6887990
|p UNLOANABLE
|