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https://hdl.handle.net/11681/35293
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DC Field | Value | Language |
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dc.contributor.author | Gelvin, Arthur B. | - |
dc.contributor.author | Williams, Christopher R. | - |
dc.contributor.author | Saari, Stephanie P. | - |
dc.date.accessioned | 2020-01-27T15:49:53Z | - |
dc.date.available | 2020-01-27T15:49:53Z | - |
dc.date.issued | 2019-12 | - |
dc.identifier.govdoc | ERDC/CRREL TR-19-26 | - |
dc.identifier.uri | https://hdl.handle.net/11681/35293 | - |
dc.identifier.uri | http://dx.doi.org/10.21079/11681/35293 | - |
dc.description | Technical Report | - |
dc.description.abstract | The Moose Creek Dam, completed in 1979, is a 7.5-mile long earthen dam located in North Pole, Alaska designed to protect the Fairbanks and North Pole areas from flooding by regulating flow on the Chena River. The earth-filled embankment and a concrete control structure regulates flow with four gated bays. In 2014, two minor flood events took place within 1 month of each other. Flood observations discovered over 1,000 pin/small sand boils downstream of the stability berm, which could signify the initiation of backward erosion and piping with a vertical exit through the boil. The location of greatest distress was mostly within areas of permafrost, some of which have degraded since the dam’s construction. During operation, groundwater levels are measured manually at more than 150 piezometers. In 2018, the Corps of Engineers Alaska District tasked the Cold Regions Research and Engineering Laboratory (CRREL) to automate-groundwater levels measurement by installing 21 piezometers. CRREL added instrumentation and monitoring to a network system that aggregates all data. The web-based monitoring system provides a new tool that allows remote Corps personnel to monitor groundwater levels and seepage in areas of significant concern and receive notifications of developing distress during a flooding event. | en_US |
dc.description.sponsorship | United States. Army. Corps of Engineers. Alaska District. | en_US |
dc.description.tableofcontents | Abstract .......................................................................................................................................................... ii Figures and Tables ........................................................................................................................................ iv Preface ............................................................................................................................................................ vi Unit Conversion Factors ............................................................................................................................ 51 1 Introduction ............................................................................................................................................ 1 2 Piezometers ........................................................................................................................................... 4 3 Equipment ............................................................................................................................................12 3.1 Data-logging systems.................................................................................................... 12 3.2 Pressure sensor ............................................................................................................ 12 3.3 Radios............................................................................................................................ 14 3.4 Antennas ....................................................................................................................... 15 3.5 Radio frequency (Rf) link budget, and fade margin calculation ................................. 20 3.6 Remote system power budget ...................................................................................... 23 4 Data Delivery ........................................................................................................................................ 25 4.1 Network environment ................................................................................................... 25 4.2 Database software ....................................................................................................... 26 5 Installation and Lessons Learned .................................................................................................... 28 5.1 Summer installation ..................................................................................................... 28 5.2 MLWeb interface ........................................................................................................... 31 5.3 Piezometer data for cross-sections for the embankment .......................................... 35 5.4 Piezometers within the control works .......................................................................... 41 5.5 Remote system power performance ............................................................................ 45 5.6 Adjustments for power budget ..................................................................................... 46 6 Conclusion ............................................................................................................................................ 48 Bibliography ................................................................................................................................................. 49 Acronyms and Abbreviations .................................................................................................................... 50 Report Documentation Page (SF 298) ................................................................................................... 52 | - |
dc.format.extent | 60 pages / 5.467 Mb | - |
dc.format.medium | PDF/A | - |
dc.language.iso | en_US | en_US |
dc.publisher | Cold Regions Research and Engineering Laboratory (U.S.) | en_US |
dc.publisher | Engineer Research and Development Center (U.S.) | - |
dc.relation.ispartofseries | Technical Report (Engineer Research and Development Center (U.S.)) ; no. ERDC/CRREL TR-19-26 | - |
dc.rights | Approved for Public Release; Distribution is Unlimited | - |
dc.source | This Digital Resource was created in Microsoft Word and Adobe Acrobat | - |
dc.subject | Piezometer | en_US |
dc.subject | Remote sensing | en_US |
dc.subject | Groundwater | en_US |
dc.subject | Water table | en_US |
dc.subject | Earth dams--Erosion | en_US |
dc.subject | Earth dams--Seepage | en_US |
dc.subject | Chena River (Alaska) | en_US |
dc.title | Web-based monitoring of piezometers for the U.S. Army Corps of Engineers Moose Creek Dam, North Pole, Alaska | en_US |
dc.type | Report | en_US |
Appears in Collections: | Technical Report |
Files in This Item:
File | Description | Size | Format | |
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ERDC-CRREL TR-19-26.pdf | 5.6 MB | Adobe PDF | ![]() View/Open |