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https://hdl.handle.net/11681/21252Full metadata record
| DC Field | Value | Language |
|---|---|---|
| dc.contributor | United States. Army. Corps of Engineers. St. Paul District. | - |
| dc.contributor.author | U.S. Army Engineer Waterways Experiment Station. | - |
| dc.date.accessioned | 2017-02-15T14:34:51Z | - |
| dc.date.available | 2017-02-15T14:34:51Z | - |
| dc.date.issued | 1937-04 | - |
| dc.identifier.uri | http://hdl.handle.net/11681/21252 | - |
| dc.description | Technical Memorandum | - |
| dc.description | From the Introduction: Among the problems which have arisen as the result ot the canalization of the Upper Mississippi River is that of damage to existing property, such as railroad and highway embankments and bridges. In many cases it has been claimed by the owners ot these properties that the raising ot the Mississippi River levels at times ot low flow in the river has made it necessary, or will in the future make it necessary, to protect their property against resultant damage. The model study described in this memorandum arose from a suit ot this kind brought by the Chicago, Milwaukee, St. Paul, and Pacific Railroad against the Government tor damages which the railroad alleges it will suffer as a result ot the construction of Lock and Dam No. 6 in the Mississippi River at Trempealeau, Wisconsin. | - |
| dc.publisher | U.S. Army Engineer Waterways Experiment Station. | - |
| dc.publisher | Engineer Research and Development Center (U.S.) | - |
| dc.relation | http://acwc.sdp.sirsi.net/client/en_US/search/asset/1045102 | - |
| dc.rights | Approved for public release; distribution is unlimited. | - |
| dc.source | This Digital Resource was created from scans of the Print Resource | - |
| dc.subject | Hydraulic models | - |
| dc.subject | Flow | - |
| dc.subject | Hydraulic structures | - |
| dc.subject | Lock and Dam No. 6 | - |
| dc.subject | Mississippi River | - |
| dc.subject | Trempealeau | - |
| dc.subject | Wisconsin | - |
| dc.title | Model study of hydraulic conditions caused by Lock and Dam No. 6 | - |
| dc.type | Report | en_US |
| Appears in Collections: | Technical Memorandum | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| WES-Technical-Memorandum-No-121-1.pdf | 23.44 MB | Adobe PDF |  View/Open |